| contributor author | Ernesto Grande | |
| contributor author | Maura Imbimbo | |
| contributor author | Alessandro Rasulo | |
| date accessioned | 2017-05-08T21:31:13Z | |
| date available | 2017-05-08T21:31:13Z | |
| date copyright | October 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%291090-0268%282009%2913%3A5%28405%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54598 | |
| description abstract | The present paper shows and discusses some of the results obtained within an experimental investigation carried out on 15 reinforced concrete (RC) beams strengthened in shear by externally bonded fiber-reinforced plastics (FRP) sheets. The aim of the study is to analyze the influence that the geometrical percentage of transverse steel reinforcement could have on the FRP resisting action. In particular, the objectives of the experimental campaign are to explore the possible interaction between FRP and steel transverse reinforcement resisting actions, analyzing the deformation behavior of the shear resisting system (FRP, transverse steel, and concrete) and the modes of failure of the strengthened and not strengthened beams. The results of the tests in terms of shear capacity are compared to the design formulations provided by the American Concrete Institute and the National Research Council of Italy code-format recommendations. | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Transverse Steel on the Response of RC Beams Strengthened in Shear by FRP: Experimental Study | |
| type | Journal Paper | |
| journal volume | 13 | |
| journal issue | 5 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)1090-0268(2009)13:5(405) | |
| tree | Journal of Composites for Construction:;2009:;Volume ( 013 ):;issue: 005 | |
| contenttype | Fulltext | |
