Nonlinear finite element analysis on integral forced performance for steel tubular high scaffold with couplers - Details

author：

Cai, Xuefeng (Cai, Xuefeng.) ^[1] | Zhuang, Jinping (Zhuang, Jinping.) ^[2] | Tuo, Mingbei (Tuo, Mingbei.) ^[3]

Indexed by：

EI Scopus

Abstract：

The　characteristics　of　integral　forced　prformance　for　seel　tubular　high　scaffold　with　couplers　were　introduced　and　deficiencies　were　pointed　out　in　the　paper.　Integral　forced　prformance　for　steel　tubular　high　scaffold　with　couplers　was　simulated　by　finite　element　software　ABAQUS.　Couplers　joint　was　simulated　with　nolinear　elastic　spring　element　model.　Eigenvalue　buckling　analysis　was　used　to　get　the　most　stability　capacity.　The　simulated　result　agrees　well　with　previous　experimental　result.　©　(2011)　Trans　Tech　Publications.

Keyword：

ABAQUS Building materials Civil engineering Computer simulation Computer software Coupled circuits Eigenvalues and eigenfunctions Finite element method Scaffolds

Community：

[ 1 ] [Cai, Xuefeng]Department of Civil Engineering, FuJian University of Technology, No.3, Xue Yuan Road, University Town, Fu Zhou, 350108, China
[ 2 ] [Zhuang, Jinping]Department of Civil Engineering, FuJian University of Technology, No.3, Xue Yuan Road, University Town, Fu Zhou, 350108, China
[ 3 ] [Tuo, Mingbei]Fuzhou University, No.2,xueyuan road, Fuzhou city, 350108, China