| contributor author | Maha Alqam | |
| contributor author | Richard M. Bennett | |
| contributor author | Abdul-Hamid Zureick | |
| date accessioned | 2017-05-08T20:58:54Z | |
| date available | 2017-05-08T20:58:54Z | |
| date copyright | December 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%290733-9445%282004%29130%3A12%281914%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34211 | |
| description abstract | This paper presents an analytical probabilistic based design procedure for concentrically loaded compression members of fiber-reinforced polymeric composite materials. Resistance factors for use in a load and resistance factor design format are developed for flexural buckling of doubly symmetric sections, both flexural buckling and flexural-torsional buckling of equal leg angles, and material failure. The developed resistance factors are a function of the coefficient of variation of the appropriate material properties. The proposed resistance factors were determined to provide a reliability index of 3.0 for buckling limit states and a reliability index of 3.5 for the material fracture limit state. A proposed method of developing an allowable stress design code is also given. | |
| publisher | American Society of Civil Engineers | |
| title | Probabilistic Based Design of Concentrically Loaded Fiber-Reinforced Polymeric Compression Members | |
| type | Journal Paper | |
| journal volume | 130 | |
| journal issue | 12 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2004)130:12(1914) | |
| tree | Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 012 | |
| contenttype | Fulltext | |
