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contributor authorM. Kassar
contributor authorW. W. Yu
date accessioned2017-05-08T20:54:27Z
date available2017-05-08T20:54:27Z
date copyrightNovember 1992
date issued1992
identifier other%28asce%290733-9445%281992%29118%3A11%283136%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31295
description abstractThe effect of strain rate on tensile and compressive mechanical properties of sheet steels is investigated experimentally and analytically. Three sheet steels are studied in both longitudinal and transverse directions under different strain rates and different amounts of prior cold stretching. In order to determine the separate effects of strain rate and aging, half of the cold‐stretched coupons are tested in an average of two days after cold‐stretching operation. The remaining half are tested to failure at least 30 days after cold‐stretching operation. The results show that the proportional limit, yield strength, and ultimate strength increase with increasing strain rate. In general, the amount of increase is found to be: (1) Dependent on the material static yield strength and possibly the
publisherAmerican Society of Civil Engineers
titleEffect of Strain Rate on Material Properties of Sheet Steels
typeJournal Paper
journal volume118
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1992)118:11(3136)
treeJournal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 011
contenttypeFulltext


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