Behavior of slender plate girders subjected to patch loading

被引：40

作者：

Granath, P

机构：

[1] Div. of Steel and Timber Structures, Chalmers University of Technology

来源：

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 1997年 / 42卷 / 01期

关键词：

D O I：

10.1016/S0143-974X(97)00021-7

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The response of girders with slender webs, when subjected to concentrated load has been investigated using nonlinear finite element analyses and comparisons with tests. The conclusions are that, for the investigated girder dimensions, the moment capacity of the flange does not influence the bearing capacity for patch loading. Instead it is the bending stiffness of the flange that influences the resistance. (C) 1997 Elsevier Science Ltd.

引用

页码：1 / 19

页数：19

共 14 条

[1]

BERGFELT A, 1979, S79 CHALM U TECHN DE, P1

[2]

BSK, 1994, BOV HDB STALK

[3] FINITE-ELEMENT METHOD FOR BUCKLING ANALYSIS OF PLATE STRUCTURES [J].

CHIN, CK ;

ALBERMANI, FGA ;

KITIPORNCHAI, S .

JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1993, 119 (04) :1048-1068

[4]

GRANHOLM CA, 1960, 202 CHALM TEKN HOGSK

[5] WEB CRIPPLING WITH BENDING AND SHEAR OF THIN-WALLED PLATE GIRDERS [J].

HERZOG, MAM .

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1992, 22 (02) :87-97

[6] RESISTANCE OF PLATE EDGES TO CONCENTRATED FORCES [J].

JOHANSSON, B ;

LAGERQVIST, O .

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1995, 32 (01) :69-105

[7]

KHAN MZ, 1977, J STRUCT DIV-ASCE, V103, P547

[8]

LAGERQVIST O, 1988, THESIS LULEA U TECHN, pD159

[9] SLENDER PLATE GIRDERS SUBJECTED TO EDGE LOADING [J].

ROBERTS, TM .

PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1981, 71 (SEP) :805-819

[10] STOCKY PLATE GIRDERS SUBJECTED TO EDGE LOADING [J].

ROBERTS, TM ;

MARKOVIC, N .

PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1983, 75 (SEP) :539-550

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