| contributor author | Tevfik S. Arda | |
| contributor author | Nermin Mengene | |
| date accessioned | 2017-05-08T20:56:00Z | |
| date available | 2017-05-08T20:56:00Z | |
| date copyright | August 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9445%281995%29121%3A8%281170%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32289 | |
| description abstract | It is common to use composite systems consisting of steel profiles and concrete slabs in modern steel framework structures. In this experimental study, the behavior and ultimate loads of composite beams with web concrete are investigated in the negative bending-moment zone. Test specimens with five various concrete qualities, four different steels as support reinforcements, two different but practically sized spans of 5 m and 3 m, and three different steel profiles with cross sections prepared with or without column elements have been tested. Serviceability limit states and ultimate limit states are both studied. | |
| publisher | American Society of Civil Engineers | |
| title | Strength of Composite Beams with Web Concrete under Negative Bending | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 8 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1995)121:8(1170) | |
| tree | Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 008 | |
| contenttype | Fulltext | |
