A numerical model for laminated composite thin-walled members with openings considering shear lag effect

被引:19
作者
Vojnic-Purcar, M. [1 ]
Prokic, A. [1 ]
Besevic, M. [1 ]
机构
[1] Univ Novi Sad, Fac Civil Engn Subotica, Kozaracka 2A, Subotica 24000, Serbia
关键词
Thin-walled laminated beams; Composites; Openings; Shear lag; Finite element approximation; FINITE-ELEMENT-METHOD; STRESS-CONCENTRATION; WARPING FUNCTION; I-BEAM; T-BEAM;
D O I
10.1016/j.engstruct.2019.01.142
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A novel model describing the shear lag of laminated composite thin-walled beams with openings has been developed. Warping of open-closed cross-sections is defined by displacements parameters at selected nodes. Vlasov's assumption of neglecting shear strains in the middle surface is not necessary and stresses can be calculated directly from the strains. The general approach to the solution of the problem is based on the finite element method and linear stiffness matrix has been derived using the principle of virtual displacements. Computing program has been developed and numerical results for thin-walled laminated beams with openings have been presented.
引用
收藏
页码:392 / 399
页数:8
相关论文
共 25 条
[1]   Finite element analysis of thin-walled composite laminated beams with geometrically nonlinear behavior including warping deformation [J].
Cardoso, J. E. Barradas ;
Benedito, Nuno M. B. ;
Valido, Anibal J. J. .
THIN-WALLED STRUCTURES, 2009, 47 (11) :1363-1372
[2]   NONUNIFORM BENDING-STRESS DISTRIBUTION (SHEAR LAG) [J].
DEZI, L ;
MENTRASTI, L .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1985, 111 (12) :2675-2690
[3]   SHEAR LAG IN COMPOSITE BOX GIRDERS OF COMPLEX CROSS-SECTIONS [J].
EVANS, HR ;
AHMAD, MKH ;
KRISTEK, V .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1993, 24 (03) :183-204
[4]   A DESIGN AID FOR SHEAR LAG CALCULATIONS [J].
EVANS, HR ;
TAHERIAN, AR .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1980, 69 (JUN) :403-424
[5]  
Jones RM., 2018, MECH COMPOS MATER
[6]   A SHEAR LAG ANALYSIS FOR COMPOSITE BOX GIRDERS [J].
KRISTEK, V ;
EVANS, HR ;
AHMAD, MKM .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1990, 16 (01) :1-21
[7]  
KUZMANOVIC BO, 1981, J STRUCT DIV-ASCE, V107, P1701
[8]   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
[9]   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
[10]   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