摘要
钢-混凝土组合梁在负弯矩作用下,组合梁中工字钢梁的下翼缘受压,在没有侧向支承的情况下,很容易出现整体失稳的现象。采用能量法对钢-混凝土组合梁负弯矩区的侧向稳定性进行了研究,并给出了组合梁在弹性受力阶段临界弯矩的计算公式。与现有方法相比,该方法具有更高的可靠性。
I-shaped steel beam's lower flange is subjected to compressive force in negative bending regions of steel-concrete composite beams,so lateral distortion easily occurs without lateral bracing.It is studied steel-concrete composite beams'lateral buckling in negative bending regions by the energy method,and the formula which is used to calculate critical bending moment in the elastic stage is deduced.It has the advantage of higher reliability comparing with other methods.
出处
《工业建筑》
CSCD
北大核心
2007年第z1期490-493,共4页
Industrial Construction
基金
国家自然科学基金资助项目(50208018)
关键词
钢-混凝土组合梁
负弯矩区
侧向失稳
临界弯矩
steel-concrete composite beams hogging bending moment region lateral buckling critical moment
