| contributor author | Rigoberto Burgueño | |
| contributor author | Kedar M. Bhide | |
| date accessioned | 2017-05-08T20:59:52Z | |
| date available | 2017-05-08T20:59:52Z | |
| date copyright | June 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%290733-9445%282006%29132%3A6%28949%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34821 | |
| description abstract | This paper presents an analytical procedure for predicting the shear load-deformation response of concrete filled fiber-reinforced polymer (FRP) composite cylindrical shells with full- and noncomposite behavior. The approach is based on a sectional layered analysis with an iterative algorithm to achieve equilibrium and compatibility conditions of the FRP/concrete system, including the cracked behavior of the FRP-confined concrete, until first-ply failure of the FRP composite. The model follows first order mechanics for the shear behavior of structural members in combination with a smeared shear modulus for cracked concrete and inclusion of extension/shear coupling effects of anisotropic FRP laminates. Comparisons of the analytical response with available experimental data from large- and small-scale tests were found to be in reasonable agreement and corroborated the significant influence of the concrete core and the composite interaction details on the shear load-deformation response. Parametric studies on the influence of concrete properties, axial loads, and FRP laminate design are discussed. | |
| publisher | American Society of Civil Engineers | |
| title | Shear Response of Concrete-Filled FRP Composite Cylindrical Shells | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2006)132:6(949) | |
| tree | Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 006 | |
| contenttype | Fulltext | |
