Stress concentration due to shear lag in continuous box girders

被引:33
作者
Sa-nguanmanasak, Jaturong
Chaisomphob, Taweep
Yamaguchi, Eiki
机构
[1] Thammasat Univ, Sch Civil Engn & Technol, Sirindhorn Int Inst Technol, Pathum Thani 12121, Thailand
[2] Kyushu Inst Technol, Dept Civil Engn, Kitakyushu, Fukuoka 8048550, Japan
关键词
shear lag; continuous box girders; stress concentration; three-dimensional finite element analysis;
D O I
10.1016/j.engstruct.2006.08.010
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Quite a few researches on shear lag effect in box girder have been reported in the past, and many of them employed the finite element method. The past researchers, however, do not seem to have paid much attention to the influence of the finite element mesh on the shear lag, although the shear lag effect in terms of stress concentration can be quite sensitive to the mesh employed in the finite element analysis. In addition, most of the researchers on the shear lag have focused on simply supported girders and cantilever girders, while continuous girders have been dealt with in very few researches. The present study investigates the shear lag effect in a continuous box girder by using the three-dimensional finite element method. The whole girder is modeled by shell elements, and an extensive parametric study with respect to the geometry of a box girder is carried out. The influence of finite element mesh on the shear lag is carefully treated by the multimesh extrapolation method. Based on the numerical results thus obtained, empirical formulas are proposed to compute stress concentration factors that include the shear lag effect. (C) 2006 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1414 / 1421
页数:8
相关论文
共 11 条
[1]  
[Anonymous], 1994, MARC MAN
[2]  
CEN, 2003, Eurocode 3: Design of Steel Structures Part 1-1: General Rules and Rules for Buildings
[3]  
Cook R.D., 1989, CONCEPTS APPL FINITE, V3
[4]  
Japan Road Association, 2002, DES SPEC HIGHW BRI 2
[5]   Shear lag analysis by the adaptive finite element method - 1. Analysis of simple plated structures [J].
Lee, CK ;
Wu, GJ .
THIN-WALLED STRUCTURES, 2000, 38 (04) :285-309
[6]   Shear lag analysis by the adaptive finite element method - 2. Analysis of complex plated structures [J].
Lee, CK ;
Wu, GJ .
THIN-WALLED STRUCTURES, 2000, 38 (04) :311-336
[7]   Analysis of shear lag anomaly in box girders [J].
Lee, SC ;
Yoo, CH ;
Yoon, DY .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2002, 128 (11) :1379-1386
[8]   Stress concentration due to shear lag in simply supported box girders [J].
Lertsima, C ;
Chaisomphob, T ;
Yamaguchi, E .
ENGINEERING STRUCTURES, 2004, 26 (08) :1093-1101
[9]   Shear-lag revisited: The use of single Fourier series for determining the effective breadth in plated structures [J].
Tahan, N ;
Pavlovic, MN ;
Kotsovos, MD .
COMPUTERS & STRUCTURES, 1997, 63 (04) :759-767
[10]   Shear lag in orthotropic beam flanges and plates with stiffeners [J].
Tenchev, RT .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1996, 33 (09) :1317-1334