3) end-plate bolted connections
端板螺栓连接
1.
In order to analyze the prying force which commonly exists in extended end-plate bolted connections,finite element method considering contact problem is adopted to study the magnitude and distributing rule of prying force on the end-plate interface,and the main inflection factors of prying force.
采用考虑接触问题的有限单元法对外伸式端板螺栓连接中普遍存在的撬力问题作分析,重点探讨端板接触面中挤压力的大小、分布规律以及影响撬力的主要因素。
4) extended endplate connection
外伸端板连接
1.
The high strength bolts resistance on the steel beam-to-column extended endplate connection is studied.
方法采用考虑接触和螺栓预拉的非线性有限单元法对不同构造的梁柱外伸端板连接进行分析。
5) extended end plate connections
外伸端板连接
1.
Based on the simplified mechanical model of steel frame beam to column extended end plate connections, a nonlinear mathematic model to predict the M θ r relations was proposed by use of the known sizes of the connections in this paper.
根据钢框架梁柱外伸端板连接节点的简化力学模型 ,提出一种用已知节点尺寸来预测其 M-θr关系的非线性数学模型 ,模型中的主要参数是节点初始转动刚度和极限承载力。
6) extended end plate connection
外伸端板连接
1.
Design of end-plate stiffener and a model of initial stiffness in extended end plate connection;
针对外伸端板连接中,端板加劲肋设计无规可循的问题,从翼缘内外螺栓均匀受力的要求出发,考虑加劲肋传递拉力的有效性,在要求加劲节点和端板厚为2~(1/2)倍的未加劲节点刚度相等的原则下确定了翼缘和加劲肋传递拉力的合理比例,最后导出了对端板外伸加劲肋的设计要求。
补充资料：高强度螺栓连接的厂房钢结构
高强度螺栓连接的厂房钢结构
高强度螺栓连接的厂房钢结构
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条