Prediction of nonlinear bending behavior for FRP concrete beams based on multi-axial constitutive laws

Author:

Cho Chang-Geun,Kwon Minho

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference26 articles.

1. Multiaxial-coupled analysis of RC cross-sections subjected to combined forces;Bairan;Engineering Structures,2007

2. Burgueno R. System characterization and design of modular Fiber Reinforced Polymer (FRP) short- and medium-span bridges. Ph.D. thesis. San Diego: University of California; 1999

3. Burgueno R, McKinley J, Seible F, Hegemier G. Carbon shell systems for concrete piers — design of pilot test specimens, Advanced composite technology transfer consortium report no. ACTT-95- 01. San Diego: Univ. of California; 1999

4. Finite element prediction of the influence of confinement on RC beam–columns under single or double curvaturebending;Cho;Engineering Structures,2003

5. A study on compressive strength of concrete in flexural regions of reinforced concrete beams using finite element analysis;Cho;Structural Engineering and Mechanics,2002

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