In order to reveal the failure mode of extended endplate connections in fire and the effect of compressive stiffener thickness on the fire resistance of connection and the column stability,behaviors of the connection subjected to thermal-mechanically coupling action were investigated.
为研究外伸端板连接节点火灾下的破坏模式及承压加劲肋厚度对节点耐火性能及柱稳定性的影响,研究了热力耦合作用下节点的响应。
Influences of rib stiffeners on hysteretic behavior of end-plate connections;
加劲肋对端板连接滞回性能的影响
L-joints without rib stiffener are semi-rigid connections.
采用简化理论方法对L形圆管节点的强度和刚度进行了分析,横向正应力的存在对节点域钢管具有“捏合”作用,从而降低了节点的刚度和承载能力,无加劲肋的L形管节点属于半刚性连接。
Among them, four end plates are reinforced with rib stiffeners, which are in alignment with beam webs, and constant axial compression force is applied at the end of seven columns during the test.
为了研究钢框架中梁柱端板连接节点的滞回性能,本文进行了8个节点试件的循环加载试验,其中有7个试件的柱端施加了轴向压力,4个端板设置了加劲肋。
Static behavior analysis of top and seat angle with stiffener connection beam-to-column joints;
带加劲肋的顶底角钢连接梁柱节点的静力性能分析
The stiffeners that were mounted in compression zone can decrea.
发现:端板厚度对节点的初始转动刚度影响较大,载荷比对转角的影响较大;设置承压加劲肋可明显减小节点域内的塑性应变,改善柱腹板的受力状态,提高柱稳定性,从而保证钢框架整体的稳定性。
FEA models were established to make analysis on the influence of wall panel,horizontal rib stiffener and inside steadying bar to mechanics properties of one typical flue gas duct in fuel electric plant.
通过建立火力发电厂钢烟道的有限元计算模型,对烟道壁板、烟道横向加劲肋和有无内支撑对钢烟道力学性能的影响进行了计算分析,并对设置纵向加劲肋的作用进行了深入讨论。
Stability Study of Carrying Capacity of Box-section Steel Column with Internal and External Stiffening Rib
带内外加劲肋箱形截面钢塔柱稳定性承载力研究
Determination for stiffener length of external T-stiffener box-column to I-beam connections
T型外部补强箱型节点加劲肋长度的确定
Effect of stiffener of extended endplate connection on failure mode in fire
加劲肋对外伸端板连接火灾下破坏模式的影响
Behavior of multiplanar circular hollow section joints with internal stiffeners
具有内加劲肋的空间多支管的圆管节点性能研究
Stability of Stiffened Compression Plates of Steel Bridge and Stiffeners Design Method;
钢桥受压加劲板稳定与加劲肋设计方法研究
The Affection of Lateral Channel Stiffner for the Buckling of Stell Beams;
槽钢加劲肋对钢梁整体稳定性的影响
Research on Mechanical Properties of Box Gird with Longitudinal Clapboard and Stiffening Rib
箱梁加纵隔板和加劲肋后的力学性能研究
(2)invagination of the edges of the single fracture ribs in 6cases(75%);
(2)单根肋骨肋外缘内陷征6例(75%);
In the end, the design formula of stiffener is put forward which can supply reference to engineering.
最后提出了加劲肋设计公式，供工程参考。
A Method for Directly Determining the Distance of Stiffening Ribsfor Thin Web of Steel Plate Beams
一个直接确定钢板梁腹板加劲肋间距的方法
Research on the Performance of Steel Channels as Stiffeners in Bolted End-plate Beam-to-column Connections;
槽钢加劲肋在梁柱端板螺栓连接中的性能研究
Model Test and Research about Carrying Capacity of Bridge Deck Slab Stiffened by Lengthways Bars;
纵向加劲肋桥面板受力性能的模型试验研究
Experimental and Theoretical Studies of Thin Vertical and Lateral Stiffened Steel Plate Shear Walls;
纵横加劲肋钢板剪力墙试验与理论研究
Ability and Design of Transverse Stiffener of I Type Tined-web Beam;
薄腹板工形梁横向加劲肋的性能及设计
Research on the Mechanical Behavior and Design Method of Trapezoidal Stiffened Plate in Steel Box Girder
钢箱梁梯形肋加劲板受力性能与设计方法研究
The Effect of Stiffener to the Stability of I-steel Beams
加劲肋对工字形钢梁稳定承载力的影响
Buckling of Composite Columns of Lipped-Channel and Hat Sections with Web Stiffener
带加劲肋的帽形卷边槽钢组合柱的屈曲
Reduced Computation of the Strength of Circular Hole Castellated Composite Beams with Stiffened Webs
计入加劲肋的圆孔蜂窝组合梁强度简化计算
