Edgewise compressive strength of corrugated fiberboard using the Morris method (short column test)

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ISSUED - 1995 1995 TAPPI The information and data contained in this document were prepared by a technical committee of the Association. The committee and the Association assume no liability or responsibility in connection with the use of such information or data, including but not limited to any liability or responsibility under patent, copyright, or trade secret laws. The user is responsible for determining that this document is the most recent edition published. Edgewise compressive strength of corrugated fiberboard using the Morris method (short column test) 1. Scope 1.1 This method describes procedures for determining the edgewise compressive strength, parallel to the flutes, of a short column of single wall and double wall, corrugated fiberboard. 1.2 The method includes procedures for cutting the test specimen (saw cutting and knife cutting), one procedure for specimen support (Morris specimen holder), and two procedures for applying the compressive force (constant strain rate, or constant load rate). Studies have shown that any combination of these procedures will yield similar test results. 2. Significance 2.1 Research has shown that the edgewise compressive strength of specimens with flutes vertical, in combination with the flexural stiffness of the combined board and box dimensions, relates to the top-to-bottom compressive strength of vertically fluted corrugated fiberboard shipping containers (1,2). 2.2 This method may also be used for comparing the edgewise compressive strength of different lots of similar combined boards or for comparing different material combinations (3,4). Values are typically 7-15% less than values found using TAPPI T 811. 3. Apparatus 1 3.1 Compression testing machine meeting the requirements of either 3.1.1, or 3.1.2, 3.1.3, 3.1.4, and 3.1.5. 3.1.1 Rigid support compression tester, two platens, one rigidly supported and the other driven. Each platen shall have a working area of approximately 100 cm (16 in. ). The platens are to have not more than 0.050 mm (0.002 in.) lateral relative movement, and the rigidly supported platen not more than 0.150 mm (0.006 in.) movement, perpendicular to the surface, within a load range of at least 0 to 2224 N (0-500 lbf). Within a 100 cm (16 in. ) working area, each platen shall be flat within 0.0025 mm (0.0001 in.) of the mean platen surface, and the platens shall remain parallel to each other within 1 part in 2000 (.0125 mm/25 mm,.0005 in./1.00 in.) throughout the test. 3.1.1.1 Within a range of platen separations necessary to cause compressive failure of the test specimen, and within a load range of at least 0 to 2224 N (0-500 lbf), the speed of the driven platen shall be controllable at 12.5 ±.25 1 Names of suppliers of testing equipment and materials for this method may be found on the Test Equipment Suppliers list in the bound set of TAPPI Test Methods, or may be available from the TAPPI Information Resources Center. Approved by the Fiberboard Shipping Container Testing Committee of the Corrugated Containers Division TAPPI

Edgewise compressive strength of corrugated fiberboard using the Morris method (short column test) / 2 mm (0.49 ± 0.01 in.) per minute. (For convenience, the test machine should be capable of rapid return and automatic, settable positioning). 3.1.2 Flexible beam compression tester, two platens, one flexible beam supported and the other driven. Each platen shall have a working area of approximately 100 cm (16 in. ). Within the specimen contact area, each platen shall be flat within 0.0025 mm (0.0001 in.) of the mean platen surface, and the platens shall remain parallel to each other within 1 part in 2000 throughout the test. The platens are required to have not more than 0.05 mm (0.002 in.) lateral relative movement. 3.1.2.1 Within a range of platen separations necessary to cause compressive failure of the specimen, and within a load range of at least 0 to 2224 N (0-500 lbf), the speed of the driven platen shall be controlled so that the rate of force increase (without considering specimen deformation) is 111 ± 22 N/s (25 ± 5 lbf/s). 3.1.3 The driven platen shall be moveable to achieve an initial platen separation of at least 60 mm (2.36 in.). 3.1.4 A capacity of at least 2224 N (500 lbf). 3.1.5 A means for measuring and indicating the maximum load sustained by the test specimen with an accuracy of 0.5% of that load or 2.2 N (0.5 lbf), whichever is greater. 3.1.6 A means such as a saw or other device for cutting specimens having clean, parallel and perpendicular edges within the tolerances specified in 6.2 and 6.3. Opposite edges shall be parallel to each other and perpendicular to adjacent edges. 3.1.6.1 Knife cutter, single knife device with guides or, a twin-knife device with guides to cut the test pieces according to the specifications in Section 6. The knives must be sharp and arranged in the device so that it/they are at 90 ± 30 to the specimen's surface. 3.1.6.2 Saw, circular, equipped with a sharp, no-set (hollow ground or taper ground) saw blade. The saw blade shall be 90 ± 30 to the table supporting the specimen, and have the ability to consistently hold specimen size to ±.8 mm (±.03 in.). 3.2 Test fixture, (Figs. 1 and 2) consisting of: 3.2.1 Specimen holders, constructed from plexiglass or metal, of suitable size for the compression tester platens, and attached to the upper and lower platens. The critical feature of these holders is the 6.0 ±.25 mm (.24 in. ±.01 in.) thickness of the holding platens tapered with a 50 ± 30 angle face from the top to the bottom of the groove. One side of the groove is fixed, with the other side being on a slide adjustment to handle various caliper dimension combined board grades. The specimen holders are shown in Figs. 1 and 2. Fig. 1. Specimen holders. Fig. 2. Specimen holders. 3.2.2 Groove positioning bar. A 100 mm x 25 mm x 5 mm (4.0 in. x 1.0 in. x 0.2 in.) machined brass bar or some other means must be used to obtain vertical alignment of the fixed sides and horizontal parallelism of platen grooves when attaching holder jigs to compression tester platens. 4. Sampling Samples shall be obtained in accordance with TAPPI T 400 Sampling and Accepting a Single Lot of Paper, Paperboard, Containerboard, or Related Product.

3 / Edgewise compressive strength of corrugated fiberboard T 841 pm-95 using the Morris method (short column test) 5. Conditioning Precondition and condition the sample in accordance with TAPPI T 402 Standard Conditioning and Testing Atmospheres for Paper, Board, Pulp Handsheets, and Related Products. 6. Test specimens 6.1 From each test unit accurately cut at least ten specimens (Rule 41 only six specimens are required) with the knife or circular saw to cut clean, parallel, and perpendicular edges. If the test specimens are to be taken from corrugated shipping containers, they should be taken from areas away from scorelines, joints, and closures. Specimens should not be taken from obviously damaged areas and areas not representative of the container as a whole. 6.2 The width edges shall be parallel to each other and perpendicular to the axis of the flutes. Cut specimens to a width of 50.8 ± 0.8 mm (2.00 ± 0.03 in.). 6.3 Specimens to be tested using this procedure shall be cut to a height 50.8 ± 0.8 mm (2.00 ± 0.03 in.) for A, B, and C-flute and for all single and double wall board. 7. Procedure 7.1 Perform all tests in the conditioning atmosphere. 7.2 The rate of platen movement required for a flexible beam compression machine has been determined to be 111 ± 22 N/s (25 ± 5 lbf/s). Record the platen movement rate actually used. On most machines this rate of platen movement will be 13-51 mm (0.5-2.0 in.) per minute depending on the load range at the beam. 7.3 The rate of platen movement for each rigid support compression machine should be set to 12.5 ±.25 mm (0.49 ± 0.01 in.) per minute. 7.4 Adjusting the groove width. The width of the holder grooves must be set according to the thickness or caliper of the board being tested. Once the width is set for a given sample, all specimens from the same lot are run at this width setting. Ordinarily, successive samples from different lots having the same flute and board combinations can be made at the same setting, but this should be verified for each sample lot. Changes in board construction, fabrication quality, or holder use abuse damage will necessitate resetting the groove width. A properly adjusted width will produce test failure breaks in specimen area between holders rather than the top or bottom edge at or within the thickness of the holder plate. To set the groove width, raise the upper platen until a test specimen can be freely placed vertically between the platens. Adjust the width of the lower groove until the sample is held at approximately mid-depth when resting in the groove under its own weight. Using the slide index scale, adjust the upper groove to the same width as this lower groove. 7.5 Test sequence. Adjust the distance between platens, using mechanical limit stop if available, so that the test specimen can be easily inserted into both grooves simultaneously without using force. Center the specimen within the length of the groove. Start the tester and apply force until specimen crush failure occurs. Record the load at failure. Note any unusual failure modes such as liner delamination, adhesive bond failure, etc. The test is considered valid when failure occurs. In other edge compression test procedures, it is recommended to discard test values on specimens which fail in bending. 7.6 Record the maximum load (newton or pounds-force), the specimen width, and whether or not the specimen exhibited a valid failure. 8. Report 8.1 For each test unit, report: 8.1.1 Average maximum load per unit width for valid tests calculated from average maximum load from sample lot (10 samples or 6 for Rule 41) and specimen width (kilonewtons per meter or pounds-force per in.). 8.1.2 Standard deviation among valid determinations (kilonewtons per meter or pounds-force per in.). 8.1.3 Number of valid test determinations. 8.1.4 A description of material tested. 8.1.5 A statement that the test was conducted in compliance with this test method and a description of any deviations. 9. Precision

Edgewise compressive strength of corrugated fiberboard using the Morris method (short column test) / 4 9.1 For the maximum expected difference between two test results, each of which is the average of 10 test determinations. Repeatability (within a laboratory) = 5%. Reproducibility (between laboratories) = unknown. In accordance with the definitions of these terms in TAPPI T 1206 Precision Statement for Test Methods. 9.2 Reproducibility is not known as data is only available or obtainable from one converter lab. 10. Keywords Corrugated boards, edge crush resistance. 11. Additional information 11.1 Effective date of issue: October 31, 1995. 11.2 This method is to provide a routine control procedure for measuring edgewise compressive strength of corrugated fiberboard. 11.3 The combined board edge compression strength is a function of the edge compression strength of the linerboard and medium materials plus a structural component resulting from the fabricating process. In contrast to TAPPI T 811 Edgewise Compression Strength of Corrugated Fiberboard, wax end treated method, this procedure specifies the same 50.8 mm (2.00 in.) specimen column height for A, B, and C flutes single wall and double wall. The additional column height for the more frequently used B and C flute boards places additional stress on the combined board fabrication quality component in the edge compression test procedure. Flute formation and the medium flat crush strength (z-direction board properties) become more significant in their contribution to the measured combined board edge compression strength value. Typically comparative values are 7-15% less than values of TAPPI T 811. However, using the standard IPC-McKee estimating equations, experience and data indicate improved reliability of container compression strength predicted versus observed test values obtained when evaluating production runs from the box plant reflecting the normal variation in plant fabricating quality. References 1. McKee, R. C., Gander, J. W., and Wachuta, J. R., Edgewise Compression Strength of Corrugated Board, Paperboard Packaging 46 (11): 70 (1961). 2. McKee, R. C., Gander, J. W., and Wachuta, J. R., Compression Strength Formula for Corrugated Boxes, Paperboard Packaging 48 (8): 149 (1963). 3. Maltenfort, G. G., Compression Strength of Corrugated, Paperboard Packaging 48 (8): 160 (1963). 4. Moody, R. C., Edgewise Compressive Strength of Corrugated Fiberboard as Determined by Local Instability, U. S. Forest Service Research Paper FPL-46 (December 1965). 5. Moody, R. C., and Koning, J. W., Jr. Effect of Loading Rate on the Edgewise Compressive Strength of Corrugated Fiberboard, U. S. Forest Service Research Note FPL-0121 (April 1966). 6. Koning, J. W., Jr., Comparison of Two Specimen Shapes for Short Column Test of Corrugated Fiberboard, U. S. Forest Service Research Note FPL-0109 (October 1965). 7. Koning, J. W., Jr., A Short Column Crush Test of Corrugated Fiberboard, Tappi 47 (3): 134 (1964). 8. Schrampfer, K. W., and Whitsitt, W. J., Clamped Specimen Testing: A Faster Edgewise Crush Procedure, Tappi 71 (10): 65 (1988). 9. Schrampfer, K. E., Whitsitt, W. J., and Baum, G. A., The Institute of Paper Science and Technology, Project 2695-24, Report One (February 27, 1987).

5 / Edgewise compressive strength of corrugated fiberboard T 841 pm-95 using the Morris method (short column test) Appendix A: Calibration A.1 Crush Tester. Calibrate the flexible beam instrument in accordance with TAPPI TIP 0304-20 (Calibration of Flexible Beam Crush Tester). Calibrate the rigid support instrument in accordance with the manufacturer's instructions. A.1.1 Periodic calibration must be performed to assure test results are accurate. The test instrument's accuracy must be certified periodically (minimum of once per year). Your comments and suggestions on this procedure are earnestly requested and should be sent to the TAPPI Technical Divisions Administrator.