Finite element analysis of steel-concrete-steel sandwich beams

被引：31

作者：

Foundoukos, N. ^{[1
]}

Chapman, J. C. ^{[1
]}

机构：

[1] Univ London Imperial Coll Sci Technol & Med, Dept Civil & Environm Engn, London SW7 2AZ, England

来源：

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 2008年 / 64卷 / 09期

基金：

英国工程与自然科学研究理事会;

关键词：

sandwich construction; Bi-steel beams; finite elements; transverse shear; parametric study; uniformly distributed load;

D O I：

10.1016/j.jcsr.2007.10.011

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The static behaviour of Bi-Steel beams was simulated using a finite element model. The model was compared to test results showing good agreement. It was then used in parametric studies of transverse shear capacity and uniformly distributed load cases of Bi-Steel beams. It was possible to isolate the transverse shear failure mode and prevent other failure modes from using the FE model. This enabled the comparison and verification of the proposed design equations for transverse shear. Based on parametric studies, modifications to the design method were also proposed to accommodate udl cases. (c) 2007 Elsevier Ltd. All rights reserved.

引用

页码：947 / 961

页数：15

共 50 条

[41] 3D FE modeling and parametric analysis of steel fiber reinforced concrete haunched beams [J].

Al Jawahery, Mohammed S. ;

Cevik, Abdulkadir ;

Gulsan, Mehmet Eren .

ADVANCES IN CONCRETE CONSTRUCTION, 2022, 13 (01) :45-69

[42] Analysis of composite steel-concrete beams using a refined high-order beam theory [J].

Lezgy-Nazargah, M. ;

Kafi, L. .

STEEL AND COMPOSITE STRUCTURES, 2015, 18 (06) :1353-1368

[43] Non-linear inelastic analysis of steel-concrete composite beams curved in-plan [J].

Liu, Xinpei ;

Bradford, Mark A. ;

Erkmen, R. Emre .

ENGINEERING STRUCTURES, 2013, 57 :484-492

[44] A new element for sandwich beams with piezoelectric layers [J].

Ganapathi, M ;

Patel, BP .

SMART MATERIALS, STRUCTURES, AND SYSTEM, PTS 1 AND 2, 2003, 5062 :318-325

[45] A nonlinear geometric model for pre-stressed steel–concrete composite beams [J].

Bárbara dos Santos Sánchez ;

Jorge Palomino Tamayo ;

Inácio Benvegnu Morsch ;

Marcela Palhares Miranda .

Journal of the Brazilian Society of Mechanical Sciences and Engineering, 2021, 43

[46] Finite element idealization of a cold-formed steel portal frame [J].

Lim, JBP ;

Nethercot, DA .

JOURNAL OF STRUCTURAL ENGINEERING, 2004, 130 (01) :78-94

[47] Finite element simulation of fretting wear and fatigue in thin steel wires [J].

Cruzado, A. ;

Leen, S. B. ;

Urchegui, M. A. ;

Gomez, X. .

INTERNATIONAL JOURNAL OF FATIGUE, 2013, 55 :7-21

[48] Rectangular steel silos: Finite element predictions of filling wall pressures [J].

Goodey, R. J. ;

Brown, C. J. ;

Rotter, J. M. .

ENGINEERING STRUCTURES, 2017, 132 :61-69

[49] Finite element analysis of deep beams on nonlinear elastic foundations [J].

Al-Azzawi, A. A. ;

Mahdy, A. H. ;

Farhan, O. Sh. .

JOURNAL OF THE SERBIAN SOCIETY FOR COMPUTATIONAL MECHANICS, 2010, 4 (02) :13-42

[50] Superconvergence and an error estimator for the finite element analysis of beams and frames [J].

Kirby, JA ;

Warby, MK ;

Whiteman, JR .

NUMERICAL METHODS FOR PARTIAL DIFFERENTIAL EQUATIONS, 2001, 17 (02) :169-197

← 1 2 3 4 5 →