摘要
对有应力史差、非匀质、非线弹性的轴心受压构件进行了理论分析和试验研究,初步揭示了此类构件的受力特点.理论分析和试验表明:此类构件截面承载力不是各部分材料承载力的简单叠加;承载力和截面破坏控制点因截面上材料的本构关系的变化和应力史差而发生改变.
Axially compressed members with non-uniform section, non-linear material and stress historical difference are studied theoretically and experimentally. The result shows that the ultimate load of a member is not equal to the summation of the respective ultimate loads of different parts on the section. Furthermore, the ultimate load and the failure location of the section vary with the stress-strain relations and initial stress differences of the materials on the section.
出处
《力学与实践》
CSCD
北大核心
2003年第3期38-41,共4页
Mechanics in Engineering
基金
国家自然科学基金项目(59978022)资助