Influence of partial shear connection on the behaviour of composite joints

机译：部分剪力连接对复合节点性能的影响

获取原文

获取原文并翻译 | 示例

页面导航

摘要
著录项
相似文献
相关主题

摘要

This paper investigates the effect of partial shear connection on the behaviour of composite joints. By varying the degree of shear concention it is possible to alter cretain bhavioural prperties such as stiffness, strength and ductility of the joint. Two full-scale web side plate composite joints were fabricated and tested, using the standard cruciform testing procedure, which represented full and partial shear connection respectively. Investigation into the influence of partial shear connection on the composite behaviour in the location of the joint region has been minimal. Comparisons are made between the theoretical and exerimental results obtained concrening servicability, strength and rotational requirements. Futhermore, predictions of stiffness, strength and ductility of the joint ar also made.

机译：本文研究了部分剪力连接对复合节点性能的影响。通过改变剪切力的集中程度，可以改变帘幕的特性，例如接头的刚度，强度和延展性。使用标准十字形测试程序制作并测试了两个完整的腹板侧板复合节点，分别代表了全部和部分剪切连接。对局部剪切连接对接头区域位置处的复合材料性能的影响的研究很少。比较得出的理论性和实验性结果，其中包含了可维修性，强度和旋转要求。此外，还预测了关节的刚度，强度和延展性。

著录项

来源
《Mechanics of structures and materials》|1999年|p.303-308|共6页
会议地点 Sydney(AU)
作者
A.A.Diedricks; B.Uy; M.A.Bradford; D.J.Oehlers;
展开▼
作者单位

展开▼
会议组织
原文格式 PDF
正文语种 eng
中图分类一般工业技术;
关键词

相似文献

外文文献
中文文献
专利

1. Limitations on the use of partial shear connection in composite beams with single flange steel beams and composite dowels -Part 2: Analysis of the load bearing and deformation behaviour and modes for the minimum degree of partial shear connection. [J] . Martin Classen, Leoni Stiller Der Stahlbau . 2018,第2期

机译：在单法兰钢梁和组合销钉的组合梁中使用局部剪力连接的限制-第2部分：最小局部剪力连接程度的承载力和变形特性及模式分析。
2. Minimum partial shear connection of composite beams with small scaled shear connectors - Derivation of the minimum degree of partial shear connection by systematic use of nonlinear Finite Element Analysis (FEA) [J] . Classen M., Herbrand M. Bauingenieur . 2016,第Apra期

机译：具有小比例剪切连接器的复合梁的最小局部剪切连接-通过系统使用非线性有限元分析（FEA）得出最小局部剪切连接度
3. The effects of partial shear connection in composite flush end plate joints Part I -- experimental study [J] . H.Y. Loh, B. Uy, M.A. Bradford Journal of Constructional Steel Research . 2006,第4期

机译：部分剪力连接在复合平端板节点中的作用-第一部分-实验研究。
4. EFFECTS OF PARTIAL SHEAR CONNECTION ON COMPOSITE STEEL-CONCRETE BEAM BEHAVIOUR UNDER COMBINED FLEXURE AND TORSION [C] . E.L. Tan, B. Uy, M.A. Bradford International Conference on Steel-Concrete Composite and Hybrid Structures; 20060812-14; Harbin(CN) . 2006

机译：弯曲和扭转作用下部分剪力连接对组合钢-混凝土梁性能的影响
5. Studies on stiffness and fracture behaviour in adhesively bonded composite-to-metal shear joints. [D] . Owens, James Francis Paul. 1998

机译：粘结复合材料与金属剪切接头的刚度和断裂行为的研究。
6. Experimental Study on the Shear Behavior of GFRP–Concrete Composite Beam Connections [O] . Jin Di, Lu Cao, Jiahao Han 2020

机译：GFRP-混凝土组合梁节点抗剪性能的试验研究
7. CHARACTERIZATION OF SHEAR BOND STRESS FOR DESIGN OF COMPOSITE SLABS USING AN IMPROVED PARTIAL SHEAR CONNECTION METHOD [O] . Redzuan Abdullah, Ahmad Beng Hong Kueh, Izni S. Ibrahim, 2015

机译：一种使用改进的部分剪切连接方法对复合板设计设计的剪切粘合应力的表征
8. Composite Steel and Concrete Beams with Partial Shear Connection [R] . Stark, I. W. B. 1989

机译：复合钢与混凝土梁的局部剪切连接

Influence of partial shear connection on the behaviour of composite joints

摘要

著录项

相似文献

相关主题

期刊订阅