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作 者:肖寿庄[1]
出 处:《福建工程学院学报》2004年第2期231-234,共4页Journal of Fujian University of Technology
摘 要:论述了钢筋混凝土薄板在两个平面内正应力和一个剪应力作用下的几种破坏类型,解释了破坏类型图的含义,给出了其计算过程,计算结果与试验结果吻合较好,并指出了其它文献中存在的不合理之处。Several failure modes of reinforced concrete panels, under two normal in-plane stresses and one in-plane shear stress, were proposed. The failure modes diagram was clearly explained and the calculation procedure of this diagram was provided. The calculation results of six panels were in agreement with the experimental results and some unreasonable points in reference were pointed out.
分 类 号:TU528.571[建筑科学—建筑技术科学]
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