Numerical Analysis of Welded Flange-Bolted Web Beam to Column Connection Part 2 Introduction of numerical analytical model of WFBW connection considering bolts slip

JIAO Yu; LEE Dong-Seok; YAMADA Satoshi; KISHIKI Shoichi; ISHIDA Takanori

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Numerical Analysis of Welded Flange-Bolted Web Beam to Column Connection Part 2 Introduction of numerical analytical model of WFBW connection considering bolts slip

机译：焊接螺栓连接腹板梁到柱连接的数值分析第2部分介绍考虑螺栓滑动的WFBW连接数值分析模型

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摘要

Numerical analysis was carried out on the WFBW connectionrnconsidering slip-critical strength and different steel grade.rnThe analytical results shows a good correspondence to the experimentalrnresults.

机译：在考虑滑移临界强度和不同钢种的情况下，对WFBW连接件进行了数值分析。分析结果与实验结果吻合良好。

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来源
《日本建筑学会技术报告集》 |2018年第suppla期|1195-1196|共2页
作者
JIAO Yu; LEE Dong-Seok; YAMADA Satoshi; KISHIKI Shoichi; ISHIDA Takanori;
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作者单位

Department of Architecture, Tokyo City University;

Tokyo Institute of Technology;

FIRST, Tokyo Institute of Technology;

FIRST, Tokyo Institute of Technology;

FIRST, Tokyo Institute of Technology;

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原文格式 PDF
正文语种 eng
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关键词
Welded Flange-Bolted Web; Low-cycle fatigue; Bolt slippage;

机译：焊接法兰螺栓网低周疲劳;螺栓打滑;

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2. Analysis of Anti-Collapse Performance of Beam-Column Substructure with Welded Flange-Bolted Web Connection in Minor-Axis Direction Under Different Span Ratios [J] . Zhong Weihui, Song Xiaoyan, Ma Baoqian International journal of structural stability and dynamics . 2019,第1期

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4. Numerical Analysis of Welded Flange-Bolted Web Beam to Column Connection Part 2 Introduction of numerical analytical model of WFBW connection considering bolts slip [C] . JIAO Yu, LEE Dong-Seok, YAMADA Satoshi, 日本建築学会;日本建築学会大会 . -1

机译：焊接法兰连接腹板梁至柱连接的数值分析第二部分：考虑螺栓滑动的WFBW连接数值分析模型介绍
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Numerical Analysis of Welded Flange-Bolted Web Beam to Column Connection Part 2 Introduction of numerical analytical model of WFBW connection considering bolts slip

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