Paper Title:
Parametric Analysis for Ultimate Strength Prediction of Stainless Steel Bolted Joints with Single Bolt
  Abstract

A variety of parametric studies utilizing the finite element analysis (FEA) have been performed by Kim et al in order to predict the mechanical behavior(ultimate strength) of single shear bolted joints in cold-formed(thin-walled) stainless steel. The precedent researches have been conducted with respect to the mechanical behaviors of single shear bolted joints fabricated with four bolts and two bolts. Subsequently, this study has been focused on the comparison of ultimate behaviors between the existing test results and FEA results. In addition, parametric study has been performed in order to investigate the influence of mesh size and washer existence on ultimate behaviors. Therefore, reasonable finite element modelling method and condition were recommended in this paper.

  Info
Periodical
Advanced Materials Research (Volumes 255-260)
Edited by
Jingying Zhao
Pages
79-83
DOI
10.4028/www.scientific.net/AMR.255-260.79
Citation
T. S. Kim, J. S. Lim, "Parametric Analysis for Ultimate Strength Prediction of Stainless Steel Bolted Joints with Single Bolt", Advanced Materials Research, Vols. 255-260, pp. 79-83, 2011
Online since
May 2011
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Hyoung Gu Kim, Hoong Soo Yoon, Nak Sam Choi
Abstract:Theoretical formulas for effective elastic modulus and Poisson's ratio of honeycomb core materials were proposed considering the bending,...
763
Authors: Byoung Ho Choi, Dong Ho Joo, Sam Hong Song
Abstract:The fatigue characteristic of triple spot welded SPCC plates with the variation of the thickness and the geometry under tensile-shear...
1453
Authors: Min Chul Kim, Jae Bong Lee, Yong Jun Oh, Bong Sang Lee
Abstract:The critical fracture stresses (σ* f(sp)) in various low alloy steels for a reactor pressure vessel(RPV) were evaluated by a small punch...
416
Authors: Gang Shi, Zhao Liu, Yong Zhang, Yong Jiu Shi, Yuan Qing Wang
Chapter 10: Innovative Structures: Technologies and Applications
Abstract:High strength steel sections have been increasingly used in buildings and bridges, and steel angles have also been widely used in many steel...
2430