Parametric study of double angle framing connections subjected to shear and tension

K.Hong; J.G.Yang; S.K.Lee

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Parametric study of double angle framing connections subjected to shear and tension

机译：受剪切和拉力作用的双角框架连接的参数研究

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Double-angle connections, which are welded to the beam web and bolted to the column flange, are studied to establish the effects of the bolt gage distances and the angle thicknesses. Six steel angles are considered. For an angle section having three different thicknesses, two Different bolt gage distances are analyzed. They are subjected to axial tensile loads, shear loads, And a combination of these loads. An elastic-perfectly plastic constructive law is assumed. The Software package ABQUS is used to generate a double-angle framing connection.

机译：研究了焊接到梁腹板上并用螺栓固定到柱法兰上的双角连接，以建立螺栓距和角厚的影响。考虑六个钢角。对于具有三个不同厚度的角钢，将分析两个不同的螺栓距。它们承受轴向拉伸载荷，剪切载荷以及这些载荷的组合。假定是弹性完美的塑性构造定律。软件包ABQUS用于生成双角度框架连接。

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来源
《Journal of Constructional Steel Research》 |2001年第9期|p.997-1014|共18页
作者
K.Hong; J.G.Yang; S.K.Lee;
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收录信息美国《科学引文索引》(SCI);美国《工程索引》(EI);
原文格式 PDF
正文语种 eng
中图分类金属材料;
关键词
double-angle connection; three-dimensional finite elment analysis; nonlinear behavior; axial tensile load;

机译：双角连接;三维有限元分析;非线性行为轴向拉伸负荷;

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Parametric study of double angle framing connections subjected to shear and tension

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