ON THE NUMERICAL-ANALYSIS OF END-PLATE CONNECTIONS

被引：32

作者：

GEBBEKEN, N

ROTHERT, H

BINDER, B

机构：

[1] Universität Hannover, Institut für Statik, D-30167 Hannover

来源：

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 1994年 / 30卷 / 02期

基金：

美国国家科学基金会;

关键词：

Bolted joints - Steel structures - Plates (structural components) - Steel beams and girders - Columns (structural) - Load limits - Deformation - Numerical analysis - Mathematical models - Finite element method;

D O I：

10.1016/0143-974X(94)90049-3

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this paper novel aspects of finite element modelling of bolted steelwork connections are presented in order to predict their load-carrying behaviour and to calculate their limit loads. Parametric studies with respect to various geometric parameters have been carried out in order to determine their influence on the flexibility of the connection. The samples studied are extended endplate connections as used in beam-to-beam or beam-to-column connections, bolted by pretensioned high-strength screws. The main emphasis is given to the consideration of material nonlinearity, to the contact between deformable members, and to accurate finite element modelling.

引用

页码：177 / 196

页数：20

共 18 条

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[3]

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[4]

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[5]

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[9]

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[10]

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