TECHNICAL NOTES
Oct 15, 2002

Inelastic Cyclic Buckling of Aluminum Shear Panels

Publication: Journal of Engineering Mechanics
Volume 128, Issue 11

Abstract

Cyclic load tests on shear panels of low-yield alloy of aluminum (3003-O) were performed to determine the onset and effect of inelastic web buckling on load-deformation behavior. Yielding of shear panels of aluminum can be used as a means to dissipate energy through hysteresis provided strength deterioration due to inelastic buckling is controlled. Gerard’s formulation for inelastic buckling, as reported in 1948, was found to be in excellent agreement with experimental results and can be used to predict the onset of inelastic shear buckling and to design shear panels so that inelastic buckling does not occur at strains below the design requirements.

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References

AISC. (1994). Manual of steel construction-load and resistance factor design, 2nd Ed., American Institute of Steel Construction, Chicago.
Aluminum Association (2000). “Specifications for aluminum structures,” Aluminum design manual, 4th Ed., Washington, D.C.
Applied Technology Council (ATC). (1992). Guidelines for cyclic seismic testing of components of steel structures, ATC-24, Applied Technology Council, Redwood City, Calif.
Clark, J. W., and Rolf, R. L.(1966). “Buckling of aluminum columns, plates, and beams.” J. Struct. Div., ASCE, 92(3), 17–38.
Galambos, T. V., ed. (1998). Guide to stability design criteria for metal structures, 5th Ed., Structural Stability Research Council (SSRC), Wiley, New York, 139–143.
Gerard, G.(1948). “Critical shear stress of plates above the proportional limit.” J. Appl. Phys., 15(1), 7–12.
Kasai, K., and Popov, E. P.(1986). “Cyclic web buckling control for shear link beams.” J. Struct. Div., ASCE, 112(3), 505–523.
Moheit, W. (1939). “Schubbeulung rechteckiger Platten mit eingenspannten Randern.” Thesis Technische Hochschule Darmstadt, Leipzig.
Rai, D. C. (1992). “Novel bracing system for earthquake resistance.” Thesis presented to Univ. of Oklahoma, Norman, Okla., in partial fulfillment of the requirements for the degree of Master of Science.
Rai, D. C., and Wallace, B. J. (2000). “Aluminium shear-link for seismic energy dissipation.” Proc., 12th World Conf. on Earthquake Engineering, Auckland, New Zealand, Jan. 30–Feb. 4, Paper No. 0279, (CD-ROM).
Rajendran, P. (1990). “Small scale modeling of steel structures.” Thesis presented to Univ. of Oklahoma, Norman, Okla., in partial fulfillment of the requirements for the degree of Master of Science.
Sharp, M. L. (1993). Behavior and design of aluminum structures, McGraw-Hill, New York, 165.
Sharp, M. L., and Clark, J. W.(1971). “Thin aluminum shear web.” J. Struct. Div., ASCE, 97(4), 1021–1037.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 128Issue 11November 2002
Pages: 1233 - 1237

History

Received: Dec 19, 2000
Accepted: Mar 18, 2002
Published online: Oct 15, 2002
Published in print: Nov 2002

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Authors

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Durgesh C. Rai
Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur 208 016, India.

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