Uncertainties and dynamic problems of bolted joints and other fasteners

RA Ibrahim, CL Pettit - Journal of sound and Vibration, 2005 - Elsevier
This review article provides an overview of the problems pertaining to structural dynamics
with bolted joints. These problems are complex in nature because every joint involves …

Numerical simulation of steel pretensioned bolted end-plate connections of different types and details

G Shi, Y Shi, Y Wang, MA Bradford - Engineering Structures, 2008 - Elsevier
This paper describes the development of a finite element numerical model with the ability to
simulate and analyse the mechanical behaviour of different types of beam–column end …

Parametric analysis of steel bolted end plate connections using finite element modeling

YI Maggi, RM Gonçalves, RT Leon… - Journal of Constructional …, 2005 - Elsevier
This paper presents and discusses results of parametric analyses on the behavior of bolted
extended end plate connections using Finite Element (FE) modeling tools. The analyses …

3D simulation of end-plate bolted connections

AN Sherbourne, MR Bahaari - Journal of Structural Engineering, 1994 - ascelibrary.org
A methodology based on finite-element modeling is developed to analytically evaluate the
moment-rotation relationships for steel bolted end-plate connections. ANSYS, version 4.4, a …

Finite element analysis of steel beam to column connections subjected to blast loads

T Sabuwala, D Linzell, T Krauthammer - International Journal of Impact …, 2005 - Elsevier
The behavior of fully restrained steel connections subjected to blast loads was examined
using finite element analysis. Two connections that were tested as part of the AISC …

[PDF][PDF] 栓接结合部动态特性研究进展

蔡力钢, 王锋, 李玲, 郭铁能, 赵永胜, 刘志峰 - 机械工程学报, 2013 - qikan.cmes.org
栓接结合部是机床中最为典型的一种结合部形式, 其影响因素众多, 作用机理极其复杂,
直接影响机床的整体性能, 研究其动静态特性对整机的创新设计和自主研发具有重要意义 …

Development of moment–rotation model equations for flush end-plate connections

A Abolmaali, JH Matthys, M Farooqi, Y Choi - Journal of Constructional …, 2005 - Elsevier
This paper presents the development of Ramberg–Osgood and Three-Parameter Power
model prediction equations for the moment–rotation (M–θ) behavior of flush end-plate …

Modeling for moment-rotation characteristics for end-plate connections

YJ Shi, SL Chan, YL Wong - Journal of Structural Engineering, 1996 - ascelibrary.org
An analytical procedure is proposed to establish the nonlinear moment-rotation (M-Φ)
characteristics for the bolted end-plate connections in flexibly jointed steel frames. The …

Unified design of extended end-plate moment connections subject to cyclic loading

EA Sumner III - 2003 - search.proquest.com
Experimental and analytical research has been conducted to develop unified design
procedures for eight extended end-plate moment connection configurations subject to …

Comparison of bolted end plate and T-stub connection sensitivity to component thickness

V Saberi, M Gerami, A Kheyroddin - Journal of Constructional Steel …, 2014 - Elsevier
A connection shall be designed so that inelastic behavior is controlled either by flexural
yielding of the beam in combination with shear yielding of the column panel zone, or by …