摘要
基于混凝土受扭构件破坏时相邻构件的作用,建立受扭构件破坏的力学模型。运用突变理论对受扭构件的稳定性进行分析,揭示了混凝土受扭构件破坏过程,并给出了受扭构件失稳的临界条件。研究表明:混凝土受扭构件失稳的临界条件是由加载系统刚度与受扭构件本构曲线的软化段斜率绝对值的比值K确定,K<1时,受扭构件将发生脆性破坏。对于少筋和超筋构件脆性破坏机理是由于其本构曲线峰值强度后软化段部分斜率较陡,加载系统释放的弹性能超过构件所能耗散的能量所造成的。
Based on the interaction of contact element in failure of concrete torsion member, mechanical model for the torsion member failure was established. Catastrophe theory was used to analyze the stability of torsion member failure. Failure process of eoncrete torsion member was revealed and a critical condition where the concrete torsion member was damaged brittlely. The result shows that ： The critical condition is given by the ratio,K, of loading system stiffness to （the absolute value of） softening slope of torsion member constitutive curve ,torsion member damage brittlely when K 〈 1. The mechanism of torsion member brittle damage to few or more steel is due to that the constitutive curve after peak value intensity is steeper and the elastic energy released by loading system is more than the energy dissipated by torsion moment accordingly.
出处
《四川建筑科学研究》
2012年第6期22-25,共4页
Sichuan Building Science
基金
山东省自然科学基金(2009ZRA02518)
关键词
受扭构件
稳定性
突变理论
临界条件
concrete torsion member
stability
catastrophic theory
critical condition
