| contributor author | Jun Zhang | |
| contributor author | Victor C. Li | |
| contributor author | Henrik Stang | |
| date accessioned | 2017-05-08T21:17:20Z | |
| date available | 2017-05-08T21:17:20Z | |
| date copyright | December 2001 | |
| date issued | 2001 | |
| identifier other | %28asce%290899-1561%282001%2913%3A6%28446%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/45734 | |
| description abstract | This paper presents a semianalytical method to predict fatigue behavior in flexure of concrete in the case of maximum flexural moment larger than that of the first crack moment based on force equilibrium in the critical cracked section. The model relies on the cyclic bridging law, the so-called stress–crack-width relation under cyclic tensile load as the fundamental constitutive relationship in tension. The structural size effect on fatigue in bending of concrete beams is studied by the present model. Eight series of beams, with heights from 50 to 800 mm, are analyzed. The model results show that the fatigue performance in bending, normally expressed in terms of the maximum flexural stress versus fatigue life diagram ( | |
| publisher | American Society of Civil Engineers | |
| title | Size Effect on Fatigue in Bending of Concrete | |
| type | Journal Paper | |
| journal volume | 13 | |
| journal issue | 6 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(2001)13:6(446) | |
| tree | Journal of Materials in Civil Engineering:;2001:;Volume ( 013 ):;issue: 006 | |
| contenttype | Fulltext | |
