Numerical model for CFRP confined concrete elements subject to monotonic and cyclic loadings

Uniaxial cyclic and monotonic compression tests were carried out on partially and fully wrapped concrete cylinders with Carbon Fibre Reinforced Polymer (CFRP) wet lay-up sheets. The influence of the concrete compressive strength, CFRP stiffness, geometric confinement arrangement and loading type on...

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Vydané v:	Composites. Part B, Engineering Ročník 40; číslo 8; s. 766 - 775
Hlavní autori:	Varma, Rajendra K., Barros, Joaquim A.O., Sena-Cruz, José M.
Médium:	Journal Article
Jazyk:	English
Vydavateľské údaje:	Kidlington Elsevier Ltd 01.12.2009 Elsevier
Predmet:	A. Carbon fibre Applied sciences Buildings. Public works C. Computational modelling C. Cyclic constitutive model C. Finite element analysis (FEA) Exact sciences and technology Materials Plastics Strength of materials (elasticity, plasticity, buckling, etc.) Structural analysis. Stresses C. Computational modelling C. Finite element analysis (FEA) C. Cyclic constitutive model A. Carbon fibre Constitutive equation Stress strain relation Construction materials Experimental study Modeling Monotonic load Finite element method Cyclic load Fibre reinforced plastics Numerical simulation Concrete Carbon fiber
ISSN:	1359-8368, 1879-1069
On-line prístup:	Získať plný text
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