摘要
总结现有的砼本构关系,经过试验和理论分析,修定了基于弹塑性理论的砼本构关系;确定了四参数强度准则的参数,使之适合于自应力钢管轻骨料砼的核心砼.
All kinds of concrete constitutive reltions are summarized.By experiment and theory analysis the concrete constitutive relation on basis of elasto plasticity theory is corrected.The parameters of four parameter strength standard are ascertained in order to fit the core concrete of self stress lightweight concrete filled steel tube.
出处
《沈阳建筑工程学院学报》
1998年第2期136-139,144,共5页
Journal of Shenyang Archit Civil Eng Univ: Nat Sci
关键词
本构关系
骨料混凝土
钢管混凝土
核心混凝土
constitutive relation
core concrete
elasto plasticity theory
strength standard self stress lightweight concrete filled steel tube