单层单跨组合梁钢框架刚度的分析  

Stiffness analysis of single-bay-span steel frames with steel-concrete composite beams

作　　者：王力[1] 王誉瑾[1] 霍越群[1] 

机构地区：[1]哈尔滨工业大学土木工程学院,哈尔滨150090

出　　处：《哈尔滨工业大学学报》2008年第10期1523-1526,共4页Journal of Harbin Institute of Technology

基　　金：国家自然科学基金资助项目(50378030);黑龙江省科技攻关项目(GC07A601);黑龙江省博士后科研启动金资助项目(LHK-04072)

摘　　要：为研究竖向荷载作用下单层单跨组合梁钢框架的刚度,将组合梁钢框架中的梁简化为阶梯形变截面梁,进行参数确定;应用试验值验证ANSYS有限元程序分析组合梁钢框架的可行性,利用此程序进行组合梁钢框架的非线性分析,确定了组合梁钢框架在竖向荷载作用下的负弯矩区长度参数,从而建立了该组合梁刚度计算模型.采用等效原理,确定出竖向荷载作用下单层单跨组合梁钢框架的等效刚度计算公式,给出工程设计时刚度取值的建议,并与有限元分析结果进行了对比.结果表明:理论分析和推导与ANSYS有限元分析结果吻合很好.To study the stiffness of single-bay-span steel frames with steel-concrete composite beams under vertical loads,parameters of the steel-concrete composite beam in steel frames were determined by simplifying the beam as the variable cross-section ladder-type one. The feasibility of analyzing steel-concrete composite beams of steel frames by using the finite element analysis program ANSYS was validated by test data. Through the nonlinear analysis of steel frames with steel-concrete composite beams,the length parameters of negative moment district under vertical load were obtained, and a calculation model for stiffness analysis was established. According to the equivalent principle, the stiffness of steel-concrete composite beams in steel frames was ana- lyzed. The equivalent stiffness formula of steel-concrete composite beams in steel frames under vertical loads was derived on the basis of dominant cross - section deflection equality principle. By comparing with the results of the proposed calculation model with those of the finite element analysis in ANSYS, it is shown that there is a good agreement between them,which verifies the correctness of the proposed model.

关 键 词：钢-混凝土组合梁 刚度 非线性有限元分析 等效原理 

分 类 号：TU318[建筑科学—结构工程]