| contributor author | Curtis Nordin | |
| contributor author | Zhongguo John Ma | |
| contributor author | Dayakar Penumadu | |
| date accessioned | 2017-05-08T21:36:06Z | |
| date available | 2017-05-08T21:36:06Z | |
| date copyright | April 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29cc%2E1943-5614%2E0000072.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/57184 | |
| description abstract | Because of the short construction season and cold winters in Alaska, the prestressed concrete decked bulb-tee bridge system is very popular. However, the concrete deck is an integral part of the bridge superstructure and cannot be easily replaced when it deteriorates. Obviously, there is merit in combining durable “premanufactured” fiber-reinforced polymer (FRP) composite deck with stiffer prestressed concrete girders in cold regions. However, the effects of long-term exposure to extreme temperature variations and various moisture conditions typical of cold regions on the performance of FRP composite materials are not fully understood. This paper summarizes the combined effect of low-temperature and deformation strain levels on the longitudinal modulus of glass fiber-reinforced polymer (GFRP) samples. The modulus of elasticity of GFRP laminate coupons was tested at various temperatures down to −31 °F | |
| publisher | American Society of Civil Engineers | |
| title | Combined Effect of Loading and Cold Temperature on the Stiffness of Glass Fiber Composites | |
| type | Journal Paper | |
| journal volume | 14 | |
| journal issue | 2 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)CC.1943-5614.0000068 | |
| tree | Journal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 002 | |
| contenttype | Fulltext | |