横向加劲肋 meaning in Chinese
transverse stiffener
Examples
- To raise the critical stress of the web , we always lay some transverse stiffeners on the web , and also lay some longitudinal stiffeners sometime
为了提高腹板的临界应力，通常都设有腹板横向加劲肋，有时还在梁中段加设纵向加劲肋。 - At present , there are no information or specification on studying the transverse stiffener of the thinned - web beam systemically . and there are a small few literatures related on load - bearing ability and laying of the transverse stiffeners of the thinned - web beam
目前，只有极少资料简单介绍了薄腹板梁横向加劲肋的受力及设置等问题，尚未见薄腹板梁横向加劲肋的系统研究文献。 - In this paper we study the transverse stiffeners of the thinned - web beam bearing several concentrated longitudinal strain actions . thinking of using post - buckling strength of web plate , we study some facts about tran sverse stiffeners including strain ability , condition of breaking , calculation of strength and stabilization of the stiffener bearing regional load action
本文对受多个集中荷载作用的薄腹板梁的横向加劲肋进行了研究，分析了利用腹板屈曲后强度时，横向加劲肋的受力状态、破坏机理，以及加劲肋局部承压的强度计算公式和稳定计算方法。 - After comparing between the finite - element analysis and experimental results , the author verified the fem . then according to the chinese code , the nonlinear finite model of the beam - to - column is established which are made of different size components . the responses of beam - to - column web moment connections which are made of different size components are compared and analyzed from three facets , and the conclusions about the joints behavior are drawn : thicken the connection plate , lengthen the connection plate or use a back - up stiffer can improve the connection behavior , consist of improving the behavior of load - supported and reducing the stress convergence in the flange moment plates
本文根据我国规范的有关规定，自行建立了12个不同构件尺寸的梁柱腹板连接的三维有限元模型，对不同构件尺寸的梁柱腹板刚性连接节点在单向荷载作用下的反应进行了研究，从结构的mises应力等值线示意图、梁端加载处的荷载? ?位移曲线、翼缘连接板两端的mises等效应力以及翼缘连接板与柱相连接的三边的mises应力等值线示意图四方面进行了比较与分析，从而得出了不同构件尺寸的梁柱腹板刚性连接的在受力行为上的结论：增加翼缘连接板的厚度、增加翼缘连接板的长度以及采用柱的横向加劲肋均可以改善节点的受力性能：提高节点的承载能力；减小翼缘连接板内部与柱翼缘边的的应力不均匀现象，从而避免试件过早地发生破坏。