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作 者:李进军[1] 丁永君[1] 王衬心 李振宇[2] 荣彬[2] 万纹宇 LI Jinjun;DING Yongjun;WANG Chenxin;LI Zhenyu;RONG Bin;WAN Wenyu(Tianjin University Research Institute of Architectural Design,Tianjin 300073,China;Tianjin University,Tianjin 300072,China)
机构地区:[1]天津大学建筑设计研究院,天津300073 [2]天津大学,天津300072
出 处:《钢结构(中英文)》2019年第12期35-39,共5页Steel Construction(Chinese & English)
摘 要:为研究7A04铝合金材料的力学性能和本构模型,完成了15个取自圆管管材的材性试样的静力拉伸试验,对比分析了试验所得的应力-应变曲线与Ramberg-Osgood模型、Baehre模型、Mazzolani模型。分析结果表明:Ramberg-Osgood模型与试验所得的应力-应变曲线吻合最好,尤其是在拐点附近;所求得Ramberg-Osgood模型中的应变硬化指数n值略小于SteinHardt的建议取值。In order to study the mechanical properties and constitutive model of 7 A04 aluminum alloy material,the static tensile tests of 15 specimens taken from circular tubes were completed. The stress-strain curves obtained from the test were compared with Ramberg-Osgood model, Baehre model and Mazzolani model. The results showed that the Ramberg-Osgood model agreed best with the stress-strain curves obtained from the test, especially near the inflection point. The strain hardening exponent n in the Ramberg-Osgood model was a little less than the recommended value of SteinHardt.
关 键 词:7A04-T6铝合金 应力-应变曲线 本构模型 应变硬化指数
分 类 号:TU512.4[建筑科学—建筑技术科学]
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