Christian-Doppler-Laboratory for Performance-based Optimization of Flexible Pavements, Vienna University of Technology, Austria 4PBT WORKSHOP

Size: px
Start display at page:

Download "Christian-Doppler-Laboratory for Performance-based Optimization of Flexible Pavements, Vienna University of Technology, Austria 4PBT WORKSHOP"

Transcription

1 Christian-Doppler-Laboratory for Performance-based Optimization of Flexible Pavements, Vienna University of Technology, Austria 4PBT WORKSHOP Repeatability and comparability of stiffness and fatigue testing procedures according to EN and EN Elisabeth Hauser Delft March 2007; Elisabeth HAUSER 1

2 OUTLINE TYPES OF TESTS Christian-Doppler-Laboratory Vienna University of Technology stiffness tests - 4PB-PR - DTC-PR Cooperating laboratories LAVOC, Switzerland and IBDIM, Poland stiffness tests - 4PB-PR IBDIM - IT-CY - 2PB-TR LACOV fatigue tests - 4PB-PR fatigue tests - 4PB-PR IBDIM Delft March 2007; Elisabeth HAUSER 2

3 TESTED ASPHALT MIXTURE BT 22HS LK S PmB 45/80-65 (RVS) or AC 22 binder PmB 45/80-65, F3, G4 (ÖNROM) stone: Hollitzer EBK (limestone) bitumen: 4,5 M-% (PmB) filler: Limestone void content: ~ 4 V-% grading curve acc. to RVS grading curve acc. to ÖNORM B passing [m-%] passing [m-%] grain size [mm] grain size [mm] Delft March 2007; Elisabeth HAUSER 3

4 MANUFACTURING OF THE ASPHALT MIXTURE Opposite rotation pug mill Segment roller compactor Delft March 2007; Elisabeth HAUSER 4

5 TESTING CONDITIONS 4PB-PR (CDL) DTC-PR (CDL) IT-CY (CDL) 2PB-TR (LAVOC) 4PB-PR (IBDIM) stiffness tests Temp. [ C] -10; 0; +10; ; 0; +10; ; +10; ; 0; +10; ; 0; +10; +20 frequencies [Hz] 0,1; 1; 2; 5; 8; 10; 15; 20; 30; 40 0,1; 1; 2; 5; 10; 15; 20; 30; μs ( 8 Hz) 0,1; 1; 2; 5; 8; 10; 15; 20; 30; 40 0,1; 1; 2; 5; 8; 10; 15; 20; 30; 40 nr. of tests specimen dimensions [mm] L = 500 B = 60 H = 60 L = 220 B = 60 H = 60 D = 100 H = 60 L = 250 B = 70 e = 25 b = 25 L = 380 B = 63 H = 50 fatigue tests temp. [ C] +10, , +20 frequency [Hz] 10 or or 30 amplitudes [μm/m] 220; 260; ; 260; 310 Delft March 2007; Elisabeth HAUSER 5

6 COLE-COLE DIAGRAM 4PB-PR (EN ) imaginary part E 2 [MPa] AC BT22HS-50/90S binder PmB 45/ real part E 1 [MPa] Delft March 2007; Elisabeth HAUSER 6

7 REPEATABILITY 4PB-PR (EN ) standard deviation [%] standard deviation [%] Standardabweichung [%] Standardabweichun g [%] PBB bei -10 C PBB bei +10 C Standardabweichung standard deviation [%] [%] standard deviation [%] Standardabweichun g [%] PBB bei 0 C PBB bei +20 C Delft March 2007; Elisabeth HAUSER 7

8 COLE-COLE DIAGRAM DTC-PR (EN ) imaginary part E 2 [MPa] AC 22 binder PmB 45/80-65 BT22HS-50/90S-H real part E 1 [MPa] Delft March 2007; Elisabeth HAUSER 8

9 REPEATABILITY DTC-PR (EN ) standard Standardabweichung deviation [%] standard Standardabweichung deviation [%] DTC-PR bei -10 C frequency [Hz] DTC-PR bei +10 C standard deviation [%] Standardabweichung [%] standard Standardabweichung deviation [%] DTC-PR bei 0 C DTC-PR bei +20 C frequency Frequenz [Hz] frequency [Hz] Delft March 2007; Elisabeth HAUSER frequency [Hz]

10 COLE-COLE imaginary part E 2 [MPa] AC BT22HS-50/90S-H binder PmB 45/80-65 (CDL-DTC-PR) (CDL-DT-PR) AC BT22HS-50/90S-H binder PmB 45/80-65 (CDL-4PB-PR) (4PB-PR) AC BT22HS-50/90S-H binder PmB 45/80-65 (L1-2PB-TR) (LAVOC-2PB-TR) AC BT22HS-50/90S-H binder PmB 45/80-65 (L2-4PB-PR) (IBDIM-DT-PR) real part E 1 [MPa] Delft March 2007; Elisabeth HAUSER 10

11 phi ϕ [ ] BLACK-DIAGRAM AC 22 BT22HS-50/90S-H binder PmB 45/80-65 (CDL-DTC-PR) (CDL-DT-PR) AC 22 BT22HS-50/90S-H binder PmB 45/80-65 (CDL-4PB-PR) (4PB-PR) AC 22 BT22HS-50/90S-H binder PmB 45/80-65 (L1-2PB-TR) (LAVOC-2PB-TR) AC 22 BT22HS-50/90S-H binder PmB 45/80-65 (L2-4PB-PR) (IBDIM-DT-PR) Stiffness modulus [MPa] Delft March 2007; Elisabeth HAUSER 11

12 MASTER CURVE Stiffness modulus [MPa] AC 22 BT22HS-50/90S-H binder PmB 45/80-65 (CDL-DTC-PR) (CDL-DT-PR) AC 22 BT22HS-50/90S-H binder PmB 45/80-65 (CDL-4PB-PR) (4PB-PR) AC 22 BT22HS-50/90S-H binder PmB 45/80-65 (L1-2PB-TR) (LAVOC-2PB-TR) AC 22 BT22HS-50/90S-H binder PmB 45/80-65 (L2-4PB-PR) (IBDIM-DT-PR) log α T f Delft March 2007; Elisabeth HAUSER 12

13 MASTER CURVE - SIGMOIDAL Stiffness modulus [MPa] BT22HS-50/90S-H AC binder PmB 45/80-65 (CDL-DTC-PR) (CDL-DT-PR) BT22HS-50/90S-H AC binder PmB 45/80-65 (CDL-4PB-PR) (4PB-PR) BT22HS-50/90S-H AC binder PmB 45/80-65 (L1-2PR-TR) (LAVOC-2PB-TR) BT22HS-50/90S-H AC binder PmB 45/80-65 (L2-4PB-PR) (IBDIM-DT-PR) log α T f Delft March 2007; Elisabeth HAUSER 13

14 4 Steifigkeitsversuche bei -10 C COMPARISON STIFFNESS TESTS 4 Steifigkeitsversuche bei 0 T = -10 T = 0 C standard Standardabweichung deviation [%] standard Standardabweichung deviation [%] standard Standardabweichung deviation [%] frequency [Hz] Steifigkeitsversuche bei +10 C standard Standardabweichung deviation [%] frequency [Hz] Steifigkeitsversuche bei +20 T = +10 T = +20 C frequency [Hz] frequency [Hz] Delft March 2007; Elisabeth HAUSER 14

15 MATERIAL SPEZIFICATION (EN ) mean value [MPa] stand. dev. [%] S min [EN ] DTY-PR (CDL) ,5 S min PB-PR (CDL) ,1 S min 3600 IT-CY (CDL) ,7 S min PB-TR (LAVOC) S min PB-PR (IBDIM) ,4 S min 3600 Delft March 2007; Elisabeth HAUSER 15

16 COMPARISON FATIGUE TESTS EN y = Ln(x) R 2 = ε 100 [μm/m] 100 y = Ln(x) R 2 = L2-4PBB (EN ) 10 CDL - 4PBB (EN ) 1.0E E E E+07 N zul [-] Delft March 2007; Elisabeth HAUSER 16

17 CONCLUSIONS results from stiffness test are comparable standard deviation < 15% 4 point bending beam equipment of CDL and IBDIM provide similar fatigue results Differences in resulting stiffness figures will influence rheological material modeling and derived model parameters Differences in resulting stiffness figures will affect CE certification testing technique and conditions to be declared Delft March 2007; Elisabeth HAUSER 17

The development of EME in Europe requires an. for the climate. Tine Tanghe Hilde Soenen NCCA, Nynas NV

The development of EME in Europe requires an. for the climate. Tine Tanghe Hilde Soenen NCCA, Nynas NV The development of EME in Europe requires an appropriate approach for the climate Tine Tanghe Hilde Soenen NCCA, Nynas NV Introduction Growing and heavier traffic: roads stressed more Enrobés a Module

More information

Ageing modelling of seal bitumen binder

Ageing modelling of seal bitumen binder 1 1 1 1 1 1 1 1 0 1 0 1 Ageing modelling of seal bitumen binder Estimé Mambula wa Kanyinda Mukandila 1, Wynand Jacobus van der Merwe Steyn ( 1 ix engineers,eastwood Office Park, Protea House, 0 Lynwood

More information

The Portuguese Approach on Implementation of Harmonised European Asphalt Standards

The Portuguese Approach on Implementation of Harmonised European Asphalt Standards A Southern European Approach The Portuguese Approach on Implementation of Harmonised European Asphalt Standards Dr. Maria C. M. Azevedo, CAeMD, Chairperson of Portuguese Technical Committees on Bituminous

More information

Change in Bitumen Quality during the working stations

Change in Bitumen Quality during the working stations Change in Bitumen Quality during the working stations Thomas Wörner 1, a, Manfred Hase 2, b, Ralf Roos 3, c 1 cbm der TU München, München, Germany 2 HNL Ingenieurgesellschaft, Pinneberg, Germany 3 ISE,

More information

Evaluation of High Recycled Asphalt Pavement Contents in Warm Mix Asphalt Technologies

Evaluation of High Recycled Asphalt Pavement Contents in Warm Mix Asphalt Technologies 2 4 6 8 10 12 14 16 18 20 22 Evaluation of High Recycled Asphalt Pavement Contents in Warm Mix Asphalt Technologies Juan Antonio González-León* (corresponding author) Centre de Recherche Rhône-Alpes ARKEMA,

More information

Influence of processing conditions on rheology of tyre rubber modified bitumens

Influence of processing conditions on rheology of tyre rubber modified bitumens Influence of processing conditions on rheology of tyre rubber modified bitumens D. Lo Presti* - N.Memon* - G.Airey* * Nottingham Transportation Engineering Centre University of Nottingham, Nottingham,

More information

Warm mix study with the use of wax modified asphalt binders

Warm mix study with the use of wax modified asphalt binders Warm mix study with the use of wax modified asphalt binders Geoffrey M. Rowe Gaylon L. Baumgardner Gerald Reinke John A. D'Angelo David Anderson Binder ETG Meeting Irvine, CA Wednesday, February 25, 2009

More information

The Shell Bitumen Handbook

The Shell Bitumen Handbook The Shell Bitumen Handbook Sixth edition Principal aufhors Dr Robert N. Hunter, Andy Self and Professor John Read Shell Bitumen Contents About the principal authors Foreword Acknowledgements xii xiv xv

More information

Effects of filler/bitumen ratio and bitumen grade on rutting and fatigue characteristics of bituminous mastics

Effects of filler/bitumen ratio and bitumen grade on rutting and fatigue characteristics of bituminous mastics Effects of filler/bitumen ratio and bitumen grade on rutting and fatigue characteristics of bituminous mastics Aline Colares do Vale 1, a, Adalberto Leandro Faxina 1, b, Franciele Luisa Gutierrez Grecco

More information

High-temperature properties of bituminous binders and asphalt mixtures

High-temperature properties of bituminous binders and asphalt mixtures High-temperature properties of bituminous binders and asphalt mixtures mgr inż. Marta Wójcik-Wiśniewska dr inż. Krzysztof Błażejowski 28. 29. listopadu 2017, České Budějovice Motto: Asfaltové vozovky bezpečná

More information

A NEW HIGH-FREQUENCY TORSIONAL RHEOMETER FOR BITUMINOUS BINDERS

A NEW HIGH-FREQUENCY TORSIONAL RHEOMETER FOR BITUMINOUS BINDERS Performance Testing and Evaluation of Bituminous Materials 59 A NEW HIGH-FREQUENCY TORSIONAL RHEOMETER FOR BITUMINOUS BINDERS Lily D. Poulikakos Swiss Federal Laboratories for Materials Testing and Research,

More information

RHEOLOGICAL ANALYSIS OF CRUMB RUBBER MODIFIED BINDER

RHEOLOGICAL ANALYSIS OF CRUMB RUBBER MODIFIED BINDER RHEOLOGICAL ANALYSIS OF CRUMB RUBBER MODIFIED BINDER G A J MTURI and J O CONNELL* CSIR Built Environment, Transport Infrastructure Engineering, Pretoria 0001, South Africa Tel: +27 12 841 2234; E-mail:

More information

LABORATORY TESTS TO CHARACTERIZE THE MASTIC OF BITUMINOUS MIXTURES

LABORATORY TESTS TO CHARACTERIZE THE MASTIC OF BITUMINOUS MIXTURES LABORATORY TESTS TO CHARACTERIZE THE MASTIC OF BITUMINOUS MIXTURES Hugo Silva * Research Assistant, Department of Civil Engineering, University of Minho, Guimarães, Portugal * University of Minho, Department

More information

An Experimental Study on Effect of Scrap Tyre Crumbed Rubber on 80/100 Grade Bitumen

An Experimental Study on Effect of Scrap Tyre Crumbed Rubber on 80/100 Grade Bitumen IJIRST International Journal for Innovative Research in Science & Technology Volume 2 Issue 9 February 21 ISSN (online): 2349-1 An Experimental Study on Effect of Scrap Tyre Crumbed Rubber on 8/1 Grade

More information

Economic and Social Council

Economic and Social Council United Nations Economic and Social Council Distr.: General 12 July 2012 English only Economic Commission for Europe Inland Transport Committee World Forum for Harmonization of Vehicle Regulations Working

More information

EFFECT OF GRADATION OF AGGREGATES ON MARSHALL PROPERTIES OF SDBC MIX DESIGN

EFFECT OF GRADATION OF AGGREGATES ON MARSHALL PROPERTIES OF SDBC MIX DESIGN IJRET: International Journal of Research in Engineering and Technology eissn: 23191163 pissn: 23217308 EFFECT OF GRADATION OF AGGREGATES ON MARSHALL PROPERTIES OF SDBC MIX DESIGN Deepesh Kumar Singh Lodhi

More information

Laboratory foamed bitumen plant WLB 10 S and twin-shaft compulsory mixer WLM 30. Preliminary testing to determine the mix quality.

Laboratory foamed bitumen plant WLB 10 S and twin-shaft compulsory mixer WLM 30. Preliminary testing to determine the mix quality. Laboratory foamed bitumen plant WLB 10 S and twin-shaft compulsory mixer WLM 30 Preliminary testing to determine the mix quality. 02 03 Outstanding features of the WLB 10 S and WLM 30 3 BITUMEN INJECTION

More information

AIR-RECTIFIED BITUMNEN

AIR-RECTIFIED BITUMNEN Bitumen Glossary A AIR BLOWING The process by which compressed air is blown into a feedstock, which may include VACUUM RESIDUE, PROPANE-PRECIPITATED ASPHALT mixed with ATMOSPHERIC RESIDUE, and/or a FLUX

More information

Glass beads surface dressing test section

Glass beads surface dressing test section Glass beads surface dressing test section O. Franchomme (COLAS SA) 1/ 24 Objective : Build a test section With an idealized texture Based on spherical patterns 2/ 24 Design elements Beads nature should

More information

To Develop a Quality Control/Quality Assurance Plan For Hot Mix Asphalt. AASHTO PP qq

To Develop a Quality Control/Quality Assurance Plan For Hot Mix Asphalt. AASHTO PP qq 1. Introduction Proposed Standard Practice To Develop a Quality Control/Quality Assurance Plan For Hot Mix Asphalt AASHTO PP qq 1.1. This standard practice presents specific details necessary to effectively

More information

Comparing the Performance of Granular and Extracted Binder from Buton Rock Asphalt

Comparing the Performance of Granular and Extracted Binder from Buton Rock Asphalt Technical Paper ISSN 1997-141nt. J Pavement Res. Technol. 7(1).25-3 Copyr~ght @ Chinese Soc~ety of Pavement Englneerlng Comparing the Performance of Granular and Extracted Binder from Buton Rock Asphalt

More information

Fatigue testing. Fatigue design

Fatigue testing. Fatigue design Fatigue testing Lecture at SP Technical Research Institute of Sweden April 14, 2008 Gunnar Kjell SP Building Technology and Mechanics E-mail: gunnar.kjell@sp.se Fatigue design Need for material data (Distribution

More information

Effect of Tetradecane as low temperature phase change material on bitumen properties

Effect of Tetradecane as low temperature phase change material on bitumen properties Effect of Tetradecane as low temperature phase change material on bitumen properties Muhammad Rafiq Kakar 1*, Zakariaa Refaa 1,2, Moises Bueno 1, Jörg Worlitschek 2, Anastasia Stamatiou 2, Manfred N. Partl

More information

Quality Assurance Where does the Future Lead US. John D AngeloD Federal Highway Administration

Quality Assurance Where does the Future Lead US. John D AngeloD Federal Highway Administration Quality Assurance Where does the Future Lead US John D AngeloD Federal Highway Administration QA of the Past Material Testing Aggregate Gradations stock pile or cold feeds Binder Content volume measurement

More information

Bitumen, black or shades of grey? Carl Robertus Nynas AB

Bitumen, black or shades of grey? Carl Robertus Nynas AB Bitumen, black or shades of grey? Carl Robertus Nynas AB Bitumen, black or shades of grey? Bitumen supply & demand in Europe Bitumen quality Specification & Performance Bitumen durability Long Term Ageing

More information

Multigrade bitumen verses conventional bitumen

Multigrade bitumen verses conventional bitumen Journal of Scientific & Industrial JAIN Research et al: MULTIGRADE BITUMEN VERSES CONVENTIONAL BITUMEN 37 Vol. 67, April 8, pp. 37-313 Multigrade bitumen verses conventional bitumen M C Jain*, R S Negi,

More information

SSAB Laser OPTIMIZED FOR YOU AND LASER CUTTING

SSAB Laser OPTIMIZED FOR YOU AND LASER CUTTING SSAB Laser OPTIMIZED FOR YOU AND LASER CUTTING If other steel doesn t behave to perfection, try SSAB Laser. It has guaranteed flatness both before and after cutting. SSAB LASER THE ULTIMATE CHOICE FOR

More information

"Use of Dynamic Modulus (E*) in the Design of Hot-Mix Asphalt (HMA) Pavement"

Use of Dynamic Modulus (E*) in the Design of Hot-Mix Asphalt (HMA) Pavement 1 "Use of Dynamic Modulus (E*) in the Design of Hot-Mix Asphalt (HMA) Pavement" for Presentation @ Pavement Evaluation Workshop Newington, Connecticut September 10, 2002 2 An FHWA Pooled Funds Project

More information

Research Article High and Low Temperature Properties of FT-Paraffin-Modified Bitumen

Research Article High and Low Temperature Properties of FT-Paraffin-Modified Bitumen Advances in Materials Science and Engineering Volume 2012, Article ID 406791, 7 pages doi:10.1155/2012/406791 Research Article High and Low Temperature Properties of FT-Paraffin-Modified Bitumen Hassan

More information

THE IMPACT OF AGEING ON THE BITUMEN STIFFNESS MODULUS USING THE CAM MODEL

THE IMPACT OF AGEING ON THE BITUMEN STIFFNESS MODULUS USING THE CAM MODEL The Baltic Journal of Road and Bridge Engineering ISSN 1822-427X / eissn 1822-4288 2018 Volume 13 Issue 1: 34 39 https://doi.org/10.3846/bjrbe.2018.386 THE IMPACT OF AGEING ON THE BITUMEN STIFFNESS MODULUS

More information

AN EXPERIMENTAL STUDY ON EFFECT OF WASTE TYRE RUBBER ON 60/70 GRADE BITUMEN

AN EXPERIMENTAL STUDY ON EFFECT OF WASTE TYRE RUBBER ON 60/70 GRADE BITUMEN Int. J. Struct. & Civil Engg. Res. 2014 Mohammed Sadeque and K A Patil, 2014 Research Paper ISSN 2319 6009 www.ijscer.com Vol. 3, No. 1, February 2014 2014 IJSCER. All Rights Reserved AN EXPERIMENTAL STUDY

More information

Evaluation of Testing & Variability of Various Testing Geometries with Recycled Tire Rubber Modified Binder Specifications

Evaluation of Testing & Variability of Various Testing Geometries with Recycled Tire Rubber Modified Binder Specifications Evaluation of Testing & Variability of Various Testing Geometries with Recycled Tire Rubber Modified Binder Specifications John A. D Angelo Ph.D. P.E. 8528 Canterbury Drive Annandale, Virginia 22003 571-218-9733

More information

DEVELOPMENT OF RUBBER BINDER SPECIFICATIONS IN CALIFORNIA: PROJECT UPDATE

DEVELOPMENT OF RUBBER BINDER SPECIFICATIONS IN CALIFORNIA: PROJECT UPDATE DEVELOPMENT OF RUBBER BINDER SPECIFICATIONS IN CALIFORNIA: PROJECT UPDATE David Jones, PhD and Zia Alavi, PhD University of California Pavement Research Center Davis, California Asphalt Binder Expert Task

More information

Evaluation of Recycled Tire Rubber Modified Binder to Polymer Modified Binders for Performance Specifications

Evaluation of Recycled Tire Rubber Modified Binder to Polymer Modified Binders for Performance Specifications Evaluation of Recycled Tire Rubber Modified Binder to Polymer Modified Binders for Performance Specifications Gaylon Baumgardner Paragon Technical Services Acknowledgements Paragon Technical Services Felicia

More information

RESEARCH REPORT 122 THE EFFECT OF EVA-MODIFIED BITUMENS ON ROLLED ASPHALTS CONTAINING DIFFERENT FINE AGGREGATES

RESEARCH REPORT 122 THE EFFECT OF EVA-MODIFIED BITUMENS ON ROLLED ASPHALTS CONTAINING DIFFERENT FINE AGGREGATES TRANSPORT AND ROAD RSARCH LABORATORY Department of Transport RSARCH RPORT 122 TH FFCT OF VA-MODIFID BITUMNS ON ROLLD ASPHALTS CONTAINING DIFFRNT FIN AGGRGATS by J Carswell The views expressed in this report

More information

MEASUREMENT APPLICATION GUIDE OUTER/INNER

MEASUREMENT APPLICATION GUIDE OUTER/INNER MEASUREMENT APPLICATION GUIDE OUTER/INNER DIAMETER Measurement I N D E X y Selection Guide P.2 y Measurement Principle P.3 y P.4 y X and Y Axes Synchronous Outer Diameter Measurement P.5 y of a Large Diameter

More information

Analysis of Effects of High-Density and Low-Density Polyethylene Wastes on Bitumen for Highway Construction

Analysis of Effects of High-Density and Low-Density Polyethylene Wastes on Bitumen for Highway Construction Analysis of Effects of High-Density and Low-Density Polyethylene Wastes on Bitumen for Highway Construction Amit Kumar Sarkar Department of Civil Engineering, College of Technology, Pantnagar, G.B. Pant

More information

Fatigue crack propagation in uniaxial loading and bending fatigue in 20 khz testing. Mohamed Sadek PhD Student Karlstad university

Fatigue crack propagation in uniaxial loading and bending fatigue in 20 khz testing. Mohamed Sadek PhD Student Karlstad university Fatigue crack propagation in uniaxial loading and bending fatigue in 20 khz testing Mohamed Sadek PhD Student Karlstad university 2017-02-08 EU - project Influence of cyclic frequency on fatigue strength

More information

Fatigue Properties of Ti-6Al-4V Processed by SEBM

Fatigue Properties of Ti-6Al-4V Processed by SEBM Institut für Werkstofftechnik Metallische Werkstoffe Fatigue Properties of Ti-6Al-4V Processed by SEBM T. Niendorf, J. Günther, D. Krewerth, A. Weidner and H. Biermann EBAM 2016 Nuremberg April 2016 EBAM

More information

Innovative laboratory equipment. Preliminary testing to determine the mix quality.

Innovative laboratory equipment. Preliminary testing to determine the mix quality. Innovative laboratory equipment. Preliminary testing to determine the mix quality. 02 03 More control. Improved quality. THE LABORATORY FOAMED BITUMEN PLANT PERFORMS A SERIES OF PRECISE MEASUREMENTS TO

More information

Technical data. Your advantages

Technical data. Your advantages Technical data Nominal torque: 0 Nm to 3.000 Nm, bidirectional Rotational speed: 10.000 rpm Accuracy: ±0,1 % Temperature range: +10 C to +100 C Protection class: IP54 Output signals: 0-10 V Output frequency:

More information

HMA Acceptance Specifications Assessing Contractor Risk

HMA Acceptance Specifications Assessing Contractor Risk HMA Acceptance Specifications Assessing Contractor Risk Who Really Has Risk? Adam J.T. Hand, PhD, PE University of Nevada, Reno 80 th IAPA Annual Meeting Springfield, IL March 13, 2017 1 Outline Introduction

More information

TECHNICAL DATA SHEET PlastiRoute RP-2C All Colours

TECHNICAL DATA SHEET PlastiRoute RP-2C All Colours Product Description Application Application Equipment is a paste-like, solvent-free road marking cold plastic which cures by addition of peroxide initiator. It is recommended as permanent marking for very

More information

THE EFFECT OF BITUMEN STIFFNESS ON THE ADHESIVE STRENGTH MEASURED BY THE BITUMEN BOND STRENGTH TEST

THE EFFECT OF BITUMEN STIFFNESS ON THE ADHESIVE STRENGTH MEASURED BY THE BITUMEN BOND STRENGTH TEST THE EFFECT OF BITUMEN STIFFNESS ON THE ADHESIVE STRENGTH MEASURED BY THE BITUMEN BOND STRENGTH TEST 1 Hussain Bahia, 2 Raquel Moraes, and 3 Raul Velasquez 1 Professor, hubahia@facstaff.wisc.edu 2 Graduate

More information

ScienceDirect. A comparison of dielectric constants of various asphalts calculated from time intervals and amplitudes

ScienceDirect. A comparison of dielectric constants of various asphalts calculated from time intervals and amplitudes Available online at www.sciencedirect.com ScienceDirect Procedia Engineering 111 (2015 ) 660 665 XXIV R-S-P seminar, Theoretical Foundation of Civil Engineering (24RSP) (TFoCE 2015) A comparison of dielectric

More information

Status of the BIPM Watt Balance

Status of the BIPM Watt Balance Status of the BIPM Watt Balance H. Fang, M. Stock Present apparatus in the new laboratory New force comparator, vacuum compatible Laser source for interferometers New weighing pan New mass lifting device

More information

Transient Voltage Suppressors (TVS) Data Sheet

Transient Voltage Suppressors (TVS) Data Sheet Transient Suppressors (TVS) Data Sheet Features For surface mounted applications in order to optimize board space Low profile package Built-in strain relief Glass passivated junction Low inductance Excellent

More information

Jørgen S. Nielsen Institute for Storage Ring Facilities, Aarhus, University of Aarhus Denmark

Jørgen S. Nielsen Institute for Storage Ring Facilities, Aarhus, University of Aarhus Denmark Jørgen S. Nielsen Institute for Storage Ring Facilities, Aarhus, University of Aarhus Denmark What is ISA? ISA operates and develops the storage ring ASTRID and related facilities ISA staff assist internal

More information

Notes. Modifications and constructional corrections arising particularly from technological development excepted.

Notes. Modifications and constructional corrections arising particularly from technological development excepted. Notes Our service staff and application en gineers will be pleased to offer you their assistance to answer your questions or to work out in cooperation with you specific solutions with the aid of our own

More information

Toner Modified Bitumen-A better method of disposal of spent Toner

Toner Modified Bitumen-A better method of disposal of spent Toner International Journal of Engineering Research and Development e-issn: 2278-067X, p-issn: 2278-800X, www.ijerd.com Volume 10, Issue 3 (March 2014), PP.67-72 Toner Modified Bitumen-A better method of disposal

More information

EXPERIMENTAL INVESTIGATION OF STONE MASTIC ASPHALT BY VARYING MIX DESIGN

EXPERIMENTAL INVESTIGATION OF STONE MASTIC ASPHALT BY VARYING MIX DESIGN EXPERIMENTAL INVESTIGATION OF STONE MASTIC ASPHALT BY VARYING MIX DESIGN Prerana C Shekar 1, Rajath B H 2, J S Vishwas 3 1,2 Under Graduate Student, Department of Civil Engineering, PES University, Bengaluru,

More information

RECOMMENDATION ITU-R S.1257

RECOMMENDATION ITU-R S.1257 Rec. ITU-R S.157 1 RECOMMENDATION ITU-R S.157 ANALYTICAL METHOD TO CALCULATE VISIBILITY STATISTICS FOR NON-GEOSTATIONARY SATELLITE ORBIT SATELLITES AS SEEN FROM A POINT ON THE EARTH S SURFACE (Questions

More information

Uncertainty Considerations In Spherical Near-field Antenna Measurements

Uncertainty Considerations In Spherical Near-field Antenna Measurements Uncertainty Considerations In Spherical Near-field Antenna Measurements Phil Miller National Physical Laboratory Industry & Innovation Division Teddington, United Kingdom Outline Introduction and Spherical

More information

CMS SLIDE SWITCHES (SMD) COPAL ELECTRONICS CMS T B FEATURES PART NUMBER DESIGNATION. RoHS compliant INTERNAL STRUCTURE.

CMS SLIDE SWITCHES (SMD) COPAL ELECTRONICS CMS T B FEATURES PART NUMBER DESIGNATION. RoHS compliant INTERNAL STRUCTURE. OPAL ELETRONIS SLIDE SWITHES (SMD) MS RoHS compliant INTERNAL STRUTURE 7 FEATURES RoHS compliant Excellent contact stability by twin Gold-plated contact mechanism Load life of, cycles ompatible with automatic

More information

Laboratory and In-Plant Validation of Hot Mix Recycling Using a Rejuvenator

Laboratory and In-Plant Validation of Hot Mix Recycling Using a Rejuvenator Technical Paper ISSN 996-684 Int. J. Pavement Res. Technol. 6(4):364-37 Copyright @ Chinese Society of Pavement Engineering Laboratory and In-Plant Validation of Hot Mix Recycling Using a Rejuvenator Andrea

More information

ISO INTERNATIONAL STANDARD. Panneaux à base de bois Détermination du module d'élasticité en flexion et de la résistance à la flexion

ISO INTERNATIONAL STANDARD. Panneaux à base de bois Détermination du module d'élasticité en flexion et de la résistance à la flexion INTERNATIONAL STANDARD ISO 16978 First edition 2003-07-01 Wood-based panels Determination of modulus of elasticity in bending and of bending strength Panneaux à base de bois Détermination du module d'élasticité

More information

Product Data Sheet RER190-39/14/2TDMO

Product Data Sheet RER190-39/14/2TDMO RER190-39/14/2TDMO INDEX 1 General... 3 2 Mechanics... 3 2.1 General... 3 2.2 Connections... 3 3 Operating Data... 4 3.1 Operating Data - Electrical Interface - Input... 4 3.2 Electrical Operating Data...

More information

Model DML 100 Accuracy class 0.1 No. Nominal torque M nom (bidirectional) Nm 100 Speed range rpm 0 10,000 Output signal Unit Value

Model DML 100 Accuracy class 0.1 No. Nominal torque M nom (bidirectional) Nm 100 Speed range rpm 0 10,000 Output signal Unit Value Bearing unit with integrated torque sensor Measurement range from 0 to 100Nm bidirectional High tolerable dynamic loads High tolerable transverse forces and bending moments Maintenance-free operation Torque

More information

Polymer modified bitumen

Polymer modified bitumen Polymer modified bitumen Properties and characterisation Edited by Tony McNally WOODHEAD PUBLISHING Oxford Cambridge Philadelphia New Delhi Contents Contributor contact details ix Introduction to polymer

More information

Product Data Sheet RER220-43/18/2TDMO

Product Data Sheet RER220-43/18/2TDMO RER220-43/18/2TDMO INDEX 1 General... 3 2 Mechanics... 3 2.1 General... 3 2.2 Connections... 3 3 Operating Data... 4 3.1 Operating Data - Electrical Interface - Input... 4 3.2 Electrical Operating Data...

More information

Korean standards of visual grading and establishing allowable properties of softwood structural lumber

Korean standards of visual grading and establishing allowable properties of softwood structural lumber Korean standards of visual grading and establishing allowable properties of softwood structural lumber Park, Moon-Jae 1, Shim, Kug-Bo 1 ABSTRACT Korean standards related to wood products such as "Sizes

More information

Canadian Journal of Civil Engineering. Evaluation of Bitumen Physical Properties Modified with Waste Plastic Pipes

Canadian Journal of Civil Engineering. Evaluation of Bitumen Physical Properties Modified with Waste Plastic Pipes Evaluation of Bitumen Physical Properties Modified with Waste Plastic Pipes Journal: Manuscript ID cjce-2017-0672.r1 Manuscript Type: Article Date Submitted by the Author: 09-Feb-2018 Complete List of

More information

EXPERIMENTAL STUDY OF PHYSICAL AND MECHANICAL PROPERTIES OF NATURAL AND SYNTHETIC WAXES USING UNIAXIAL COMPRESSIVE STRENGTH TEST

EXPERIMENTAL STUDY OF PHYSICAL AND MECHANICAL PROPERTIES OF NATURAL AND SYNTHETIC WAXES USING UNIAXIAL COMPRESSIVE STRENGTH TEST EXPERIMENTAL STUDY OF PHYSICAL AND MECHANICAL PROPERTIES OF NATURAL AND SYNTHETIC WAXES USING UNIAXIAL COMPRESSIVE STRENGTH TEST M. Enamul Hossain Chefi Ketata D510-1360 Barrington St, Halifax, NS, Canada

More information

EA16, EB16, EA17, EA19, EA12 MOVING-IRON METERS Ammeters and Voltmeters

EA16, EB16, EA17, EA19, EA12 MOVING-IRON METERS Ammeters and Voltmeters EA16, EB16, EA17, EA19, EA12 MOVING-IRON METERS Ammeters and Voltmeters EA12 EA19 EA17 EA16 EB16 APPLICATION EA16, EB16, EA17, EA19 and EA12 moving-iron meters are intended for measuring AC voltage or

More information

POLYMER MODIFIED BITUMEN PREPARED USING ABS POLYMER- CHARACTERIZATION AND APPLICATION IN FLEXIBLE PAVEMENT

POLYMER MODIFIED BITUMEN PREPARED USING ABS POLYMER- CHARACTERIZATION AND APPLICATION IN FLEXIBLE PAVEMENT POLYMER MODIFIED BITUMEN PREPARED USING ABS POLYMER- CHARACTERIZATION AND APPLICATION IN FLEXIBLE PAVEMENT A. Ramalinga Chandra Sekar 1, M. Mahendran 2, R. Vasudevan 1 and R. Velkennedy 3 1 Department

More information

An experimental investigation on crack paths and fatigue behaviour of riveted lap joints in aircraft fuselage

An experimental investigation on crack paths and fatigue behaviour of riveted lap joints in aircraft fuselage An experimental investigation on crack paths and fatigue behaviour of riveted lap joints in aircraft fuselage A. Skorupa 1, M. Skorupa 1, T. Machniewicz 1, A. Korbel 1 1 AGH University of Science and Technology,

More information

Polymer Silicate Paints for. Interior Decorating

Polymer Silicate Paints for. Interior Decorating Contemporary Engineering Sciences ol. 8 2015 no. 4 171-177 HIKARI Ltd www.m-hikari.com http://dx.doi.org/10.12988/ces.2015.5111 Polymer Silicate Paints for Interior Decorating. I. Loganina Street Titov

More information

CRM. Photomicrographs of CMCRA Transmitted and Fluorescent Light. Gap study Several 10% blends with 30 and 60 mesh binders.

CRM. Photomicrographs of CMCRA Transmitted and Fluorescent Light. Gap study Several 10% blends with 30 and 60 mesh binders. CONFERENCE LAHOMA CITY, Development of a CRM Binder Performance Spec. John D Angelo D Angelo Consulting, LLC Gaylon Baumgardner Paragon Technical Services CRM Photomicrographs of CMCRA Transmitted and

More information

California Eastern Laboratories

California Eastern Laboratories California Eastern Laboratories Optocouplers Se lec tion Guide NUMBERING SYSTEM (All devices are available in lead free versions) P S X X X X X X X X X Identification number 25 = 4 to 16 pin DIP Multi

More information

Part 1. Introduction

Part 1. Introduction Part 1 Introduction Surface course, usually max 40mm thick Binder course, usually max 60mm thick Base, thickness designed and depends on anticipated traffic loadings, up to 300mm thick Terminology Sub-base,

More information

Study of the performance of bituminous mixtures for paving with recycled crushed concrete incorporation EXTENDED ABSTRACT

Study of the performance of bituminous mixtures for paving with recycled crushed concrete incorporation EXTENDED ABSTRACT Study of the performance of bituminous mixtures for paving with recycled crushed concrete incorporation José Carlos Correia Lameirão EXTENDED ABSTRACT Supervisors: Professor Doutor José Manuel Coelho das

More information

INTERNATIONAL JOURNAL OF CIVIL ENGINEERING AND TECHNOLOGY (IJCIET)

INTERNATIONAL JOURNAL OF CIVIL ENGINEERING AND TECHNOLOGY (IJCIET) INTERNATIONAL JOURNAL OF CIVIL ENGINEERING AND TECHNOLOGY (IJCIET) International Journal of Civil Engineering and Technology (IJCIET), ISSN 0976 6308 ISSN 0976 6308 (Print) ISSN 0976 6316(Online) Volume

More information

STRUCTURAL FINGER JOINTED SOLID TIMBER

STRUCTURAL FINGER JOINTED SOLID TIMBER STRUCTURAL FINGER JOINTED SOLID TIMBER THE BEAM WITH THE CHARACTER OF SOLID TIMBER. 01 AT A GLANCE AREAS OF APPLICATION Single and multiple family houses Multi-storey residential buildings Industrial and

More information

ASSESSMENT OF POLISHING BEHAVIOUR OF SAND USING THE TEST DEVICE ACCORDING TO WEHNER/SCHULZE

ASSESSMENT OF POLISHING BEHAVIOUR OF SAND USING THE TEST DEVICE ACCORDING TO WEHNER/SCHULZE ASSESSMENT OF POLISHING BEHAVIOUR OF SAND USING THE TEST DEVICE ACCORDING TO WEHNER/SCHULZE B. HOFKO & L. KIRCHMAIER & R. BLAB & M. MADER Vienna University of Technology, Institute of Transportation, Research

More information

Automatic hardness testing devices

Automatic hardness testing devices Automatic hardness testing devices The measure of hardness, applied to rubber and plastic, is a measure of stiffness obtained from an indentation test. An indentor is pressed into the sample under a given

More information

ACOUSTIC MICROSCOPE IMAGE FROM ROUND SHAPE SPECIMEN

ACOUSTIC MICROSCOPE IMAGE FROM ROUND SHAPE SPECIMEN ACOUSTIC MICROSCOPE IMAGE FROM ROUND SHAPE SPECIMEN T. Mihara, G. Suzuki, and K. Date Tohoku University Sendai,980, Japan Y. Udagawa Image Supersonic Laboratories Co., Ltd. Nara, 631, Japan K. Ikuno, and

More information

EMU Electronic AG. Jöchlerweg 4 CH-6340 Baar Switzerland Telefon +41 (0) Fax +41 (0)

EMU Electronic AG. Jöchlerweg 4 CH-6340 Baar Switzerland Telefon +41 (0) Fax +41 (0) EMU Electronic AG 3-phase Energy Meter with MID B and D EMU Elektronik AG Jöchlerweg 4, 6340 Baar Switzerland Tel. +41 (0)41 811 02 20 Fax +41 (0)41 811 02 21 Info@emuag.ch / www.emuag.ch Jöchlerweg 4

More information

Technical documentation. Sealoflex Color asphalt and Colorfalt V pigments

Technical documentation. Sealoflex Color asphalt and Colorfalt V pigments Technical documentation Sealoflex Color asphalt and Colorfalt V pigments This technical description intends to provide additional guidelines for the proper handling and installation of supplied products.

More information

ADHEBIT Adhesion Promoters

ADHEBIT Adhesion Promoters ADHEBIT Adhesion Promoters A new generation of adhesion promoters that combines superior coating and exceptional workability with immediate commercial saving The life of an asphalt pavement depends basically

More information

A STUDY ON PATTERN DAMAGE OF FINGER JOINTS IN BAMBOO LAMINATED BEAMS

A STUDY ON PATTERN DAMAGE OF FINGER JOINTS IN BAMBOO LAMINATED BEAMS A STUDY ON PATTERN DAMAGE OF FINGER JOINTS IN BAMBOO LAMINATED BEAMS Agus Rivani * * Abstract The aim of this study was to know the pattern damage of finger joints in bamboo laminated beams. The dimension

More information

Fatigue Performance Evaluation of Bitumen with Controlled Stress DSR Test Hong-zhou ZHU 1,*, Er-hu YAN 1 and Zhang-tian LU 2

Fatigue Performance Evaluation of Bitumen with Controlled Stress DSR Test Hong-zhou ZHU 1,*, Er-hu YAN 1 and Zhang-tian LU 2 217 2nd International Conference on Electrical and Electronics: Techniques and Applications (EETA 217 ISBN: 978-1-6595-416-5 Fatigue Performance Evaluation of Bitumen with Controlled Stress DSR Hong-zhou

More information

Experimental investigation of fracture and healing of bitumen at pseudo-contact of two aggregates

Experimental investigation of fracture and healing of bitumen at pseudo-contact of two aggregates Experimental investigation of fracture and healing of bitumen at pseudo-contact of two aggregates F. Hammoum, C. de La Roche, J.-M. Piau, Laboratoire Central des Ponts et Chaussées, Materials and Structures

More information

Study of Effects of Waste PVC on the Properties of Bituminous Mixes

Study of Effects of Waste PVC on the Properties of Bituminous Mixes Study of Effects of Waste PVC on the Properties of Bituminous Mixes H. M. Rasel 1*, M. N. Rahman 2 and T. U. Ahmed 3 ABSTRACT Waste PVC that has been used previously as mineral water bottles, pipes, electrical

More information

HELCOR druk_geosyntetyki II.qxd :22 Strona 2 HELICALLY CORRUGATED STEEL PIPES. HelCor & HelCor PA

HELCOR druk_geosyntetyki II.qxd :22 Strona 2 HELICALLY CORRUGATED STEEL PIPES. HelCor & HelCor PA HELCOR druk_geosyntetyki II.qxd 2012-09-28 13:22 Strona 2 HELICALLY CORRUGATED STEEL PIPES HelCor & HelCor PA HELCOR druk_geosyntetyki II.qxd 2012-09-28 13:26 Strona 3 1. Introduction The history of corrugated

More information

TORQUE DESIGN, ANALYSIS AND CHARACTERIZATION OF CRITICAL FASTENERS IN DIESEL ENGINES

TORQUE DESIGN, ANALYSIS AND CHARACTERIZATION OF CRITICAL FASTENERS IN DIESEL ENGINES TORQUE DESIGN, ANALYSIS AND CHARACTERIZATION OF CRITICAL FASTENERS IN DIESEL ENGINES ROHIT PATIL 1, MUKUND NALAWADE 2, NITIN GOKHALE 3. 1 P.G. Student, Department of Mechanical Engineering, Vishwakarma

More information

Kolfiberarmering för avancerade tillämpningar

Kolfiberarmering för avancerade tillämpningar Kolfiberarmering för avancerade tillämpningar 2012-10-10 About Oxeon Business Idea Oxeon develop produce and sell optimized spread tow reinforcement solutions, TeXtreme, to customers with a need for ultra

More information

AC axial compact fan

AC axial compact fan WE5-HJ8- ebm-papst Mulfingen GmbH & Co. KG Bachmühle D-767 Mulfingen Phone +9 798 8- Fax +9 798 8- info@de.ebmpapst.com www.ebmpapst.com Limited partnership Headquarters Mulfingen County court Stuttgart

More information

Lateralisation of multiple sound sources by the auditory system

Lateralisation of multiple sound sources by the auditory system Modeling of Binaural Discrimination of multiple Sound Sources: A Contribution to the Development of a Cocktail-Party-Processor 4 H.SLATKY (Lehrstuhl für allgemeine Elektrotechnik und Akustik, Ruhr-Universität

More information

STABILIZATION OF SANDY SOIL WITH USE OF BITUMEN EMULSION

STABILIZATION OF SANDY SOIL WITH USE OF BITUMEN EMULSION STABILIZATION OF SANDY SOIL WITH USE OF BITUMEN EMULSION Prof. Rajesh Jain 1, Tarun Namdeo 2 1Associate Professor, Jabalpur Engineering College, Jabalpur 2ME Scholar, Jabalpur Engineering College, Jabalpur.

More information

POWER TRANSDUCERS FOR SINGLE-PHASE AND THREE-PHASE NETWORK ISO P11P, P13P and P13B mm SERVICE MANUAL

POWER TRANSDUCERS FOR SINGLE-PHASE AND THREE-PHASE NETWORK ISO P11P, P13P and P13B mm SERVICE MANUAL POWER TRANSDUCERS FOR SINGLE-PHASE AND THREE-PHASE NETWORK PP, PP and PB ISO 900 C E R T Y F I K A T 4 mm SERVICE MANUAL Contents Page. APPLICATION... 2. BASIC REQUIREMENTS.... TRANSDUCER SET... 4 4. TECHNICAL

More information

PXI MICROWAVE LOCAL OSCILLATOR MODULE

PXI MICROWAVE LOCAL OSCILLATOR MODULE The PXI-1450B Local Oscillator Module is a PXI 3U, 2-slot synthesizer module intended for frequency down conversion applications. The PXI-1450B is a VCO-based, 3 to 9 GHz synthesizer that uses QuickSyn

More information

ENGR-4300 Electronic Instrumentation Quiz 2 Fall 2011 Name Section

ENGR-4300 Electronic Instrumentation Quiz 2 Fall 2011 Name Section ENGR-43 Quiz 2 Fall 211 ENGR-43 Electronic Instrumentation Quiz 2 Fall 211 Name Section Question I (2 points) Question II (2 points) Question III (2 points) Question I (2 points) Question (2 points) Total

More information

KDS. All Metal Variable Area Flowmeter. for Liquids and Gases

KDS. All Metal Variable Area Flowmeter. for Liquids and Gases All Metal Variable Area Flowmeter for Liquids and Gases measuring monitoring analysing : 0.1-1... 20-200 water 3-30 Nm3/h... 600-6000 Accuracy: ±3 % of full p max : 420 bar; t max : 130 C Connection: ¼"

More information

USE OF TEAR-OFF RECYCLED SHINGLES IN ASPHALT PAVEMENTS

USE OF TEAR-OFF RECYCLED SHINGLES IN ASPHALT PAVEMENTS USE OF TEAR-OFF RECYCLED SHINGLES IN ASPHALT PAVEMENTS Larry Shively The Shelly Company Ohio Asphalt Paving & North Central User Producer Group Conference Columbus, Oh February 2, 2011 Background 10 million

More information

Film Sizes. 135 (24-and 36-exp.) 135 (36-exp. 20-roll packs) 35mm 30.5m (100ft) 120, 120 (5-roll packs)

Film Sizes. 135 (24-and 36-exp.) 135 (36-exp. 20-roll packs) 35mm 30.5m (100ft) 120, 120 (5-roll packs) 3. BLACK-AND-WHITE FILMS 3-1. FILMS FOR BLACK-AND-WHITE PHOTOGRAPHY Black-and-white negative films are used for the production of blackand-white prints. These films can be processed in the many conventional

More information

Analogue temperature controllers

Analogue temperature controllers Analogue temperature controllers CT8A Input by J-K thermo-couple or by thermo-resistance Pt 00 (-wire) regulation modes : ON/OFF or proportional derivative selected by wiring Relay output Specifications

More information

Fibre Optic Sensors: basic principles and most common applications

Fibre Optic Sensors: basic principles and most common applications SMR 1829-21 Winter College on Fibre Optics, Fibre Lasers and Sensors 12-23 February 2007 Fibre Optic Sensors: basic principles and most common applications (PART 2) Hypolito José Kalinowski Federal University

More information

NEW TECHNOLOGY & APPROACHES TO ADDRESS PAVEMENT CONSTRUCTION ISSUES

NEW TECHNOLOGY & APPROACHES TO ADDRESS PAVEMENT CONSTRUCTION ISSUES NEW TECHNOLOGY & APPROACHES TO ADDRESS PAVEMENT CONSTRUCTION ISSUES NORTHEAST ASPHALT USER/PRODUCER GROUP OCTOBER 12,2006 CHUCK DEAHL BOMAG AMERICAS, INC. Pavement Construction Issues No Compaction In

More information

COPY FOR INFORMATION ONLY

COPY FOR INFORMATION ONLY COPY FOR INFORMATION ONLY SHEET No. 2 of 9 GKN Aerospace Services Test Equipment Used (i) Vibration Facility Comprising :- a. Data Physics Vibration Controller Type DP560 System No 5109 CAL DUE: Oct 2006

More information

CHAPTER 7 Alpha-Beta Brass. Alpha-Beta Brass also known as duplex brass and Muntz metal is the

CHAPTER 7 Alpha-Beta Brass. Alpha-Beta Brass also known as duplex brass and Muntz metal is the 120 CHAPTER 7 Alpha-Beta Brass Alpha-Beta Brass also known as duplex brass and Muntz metal is the traditional material which represents commonly the soft engineering alloys. This alloy consists of two

More information