Data for ultimate bearing capacity of concrete-filled steel tubular members and arches by the elastic modulus reduction method

Homogeneous generalized yield function is adopted in this article to calculate the ultimate bearing capacity of 93 concrete-filled steel tubular components with detailed test data, and the ratios of the ultimate bearing capacity calculated to the tested are presented. Moreover, the incremental nonli...

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Published inData in brief Vol. 31; p. 105994
Main Authors Yang, LuFeng, Xie, Weiwei, Zhao, YuFeng, Zheng, Jian
Format Journal Article
LanguageEnglish
Published Elsevier Inc 01.08.2020
Elsevier
Subjects
Arch
Circular hollow section
Concrete-filled steel tubular
Engineering
finite element analysis
geometry
Member
modulus of elasticity
steel
Ultimate bearing capacity
Circular hollow section
Arch
Ultimate bearing capacity
Member
Concrete-filled steel tubular
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ISSN2352-3409
2352-3409
DOI10.1016/j.dib.2020.105994

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Abstract Homogeneous generalized yield function is adopted in this article to calculate the ultimate bearing capacity of 93 concrete-filled steel tubular components with detailed test data, and the ratios of the ultimate bearing capacity calculated to the tested are presented. Moreover, the incremental nonlinear finite element method and elastic modulus reduction method are adopted to evaluate the ultimate bearing capacity of 11 concrete-filled steel tubular arches, 7 among which with detailed test data. The component data cover those under different loading conditions, material strength and geometric parameters, and the arch data include those under different loading conditions and rise to span ratios. The data provided are useful to investigate the strength of CFST members and arches and to demonstrate the validation of other numerical methods. The current data are considered as a complementary for the main work “Linear elastic iteration technique for ultimate bearing capacity of circular CFST arches” [1].
AbstractList Homogeneous generalized yield function is adopted in this article to calculate the ultimate bearing capacity of 93 concrete-filled steel tubular components with detailed test data, and the ratios of the ultimate bearing capacity calculated to the tested are presented. Moreover, the incremental nonlinear finite element method and elastic modulus reduction method are adopted to evaluate the ultimate bearing capacity of 11 concrete-filled steel tubular arches, 7 among which with detailed test data. The component data cover those under different loading conditions, material strength and geometric parameters, and the arch data include those under different loading conditions and rise to span ratios. The data provided are useful to investigate the strength of CFST members and arches and to demonstrate the validation of other numerical methods. The current data are considered as a complementary for the main work “Linear elastic iteration technique for ultimate bearing capacity of circular CFST arches” [1].
Homogeneous generalized yield function is adopted in this article to calculate the ultimate bearing capacity of 93 concrete-filled steel tubular components with detailed test data, and the ratios of the ultimate bearing capacity calculated to the tested are presented. Moreover, the incremental nonlinear finite element method and elastic modulus reduction method are adopted to evaluate the ultimate bearing capacity of 11 concrete-filled steel tubular arches, 7 among which with detailed test data. The component data cover those under different loading conditions, material strength and geometric parameters, and the arch data include those under different loading conditions and rise to span ratios. The data provided are useful to investigate the strength of CFST members and arches and to demonstrate the validation of other numerical methods. The current data are considered as a complementary for the main work “Linear elastic iteration technique for ultimate bearing capacity of circular CFST arches” [1] .
Homogeneous generalized yield function is adopted in this article to calculate the ultimate bearing capacity of 93 concrete-filled steel tubular components with detailed test data, and the ratios of the ultimate bearing capacity calculated to the tested are presented. Moreover, the incremental nonlinear finite element method and elastic modulus reduction method are adopted to evaluate the ultimate bearing capacity of 11 concrete-filled steel tubular arches, 7 among which with detailed test data. The component data cover those under different loading conditions, material strength and geometric parameters, and the arch data include those under different loading conditions and rise to span ratios. The data provided are useful to investigate the strength of CFST members and arches and to demonstrate the validation of other numerical methods. The current data are considered as a complementary for the main work "Linear elastic iteration technique for ultimate bearing capacity of circular CFST arches" [1].Homogeneous generalized yield function is adopted in this article to calculate the ultimate bearing capacity of 93 concrete-filled steel tubular components with detailed test data, and the ratios of the ultimate bearing capacity calculated to the tested are presented. Moreover, the incremental nonlinear finite element method and elastic modulus reduction method are adopted to evaluate the ultimate bearing capacity of 11 concrete-filled steel tubular arches, 7 among which with detailed test data. The component data cover those under different loading conditions, material strength and geometric parameters, and the arch data include those under different loading conditions and rise to span ratios. The data provided are useful to investigate the strength of CFST members and arches and to demonstrate the validation of other numerical methods. The current data are considered as a complementary for the main work "Linear elastic iteration technique for ultimate bearing capacity of circular CFST arches" [1].
ArticleNumber 105994
Author Yang, LuFeng
Zheng, Jian
Zhao, YuFeng
Xie, Weiwei
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Cites_doi 10.1016/j.jcsr.2010.07.003
10.1016/j.jcsr.2020.106135
10.1016/j.jcsr.2006.04.004
10.1016/j.jcsr.2005.09.002
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Keywords Circular hollow section
Arch
Ultimate bearing capacity
Member
Concrete-filled steel tubular
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SubjectTerms Arch
Circular hollow section
Concrete-filled steel tubular
Engineering
finite element analysis
geometry
Member
modulus of elasticity
steel
Ultimate bearing capacity
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Title Data for ultimate bearing capacity of concrete-filled steel tubular members and arches by the elastic modulus reduction method
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