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...

Celý popis

Uloženo v:

Podrobná bibliografie
Vydáno v:	Composites. Part B, Engineering Ročník 40; číslo 8; s. 766 - 775
Hlavní autoři:	Varma, Rajendra K., Barros, Joaquim A.O., Sena-Cruz, José M.
Médium:	Journal Article
Jazyk:	angličtina
Vydáno:	Kidlington Elsevier Ltd 01.12.2009 Elsevier
Témata:	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 přístup:	Získat plný text
Tagy:	Přidat tag Žádné tagy, Buďte první, kdo vytvoří štítek k tomuto záznamu!

Buďte první, kdo okomentuje tento záznam!