| contributor author | M. C. Evernden | |
| contributor author | J. T. Mottram | |
| date accessioned | 2017-05-08T21:18:06Z | |
| date available | 2017-05-08T21:18:06Z | |
| date copyright | October 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%290899-1561%282006%2918%3A5%28700%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/46184 | |
| description abstract | This paper presents work to characterize the Unistrut steel connection method for M10 blind fixings using pultruded fiber- reinforced polymer (PFRP) profiles of channel section. Both the standard nut and a smooth nut (standard without the serrations), have been used in the series of tests to determine the degree of shear connection via load-slip behavior, under various applied bolt torques, and pure shear loading. It is shown that the standard nut provides adequate connection shear strength and stiffness, but with severe PFRP material damage that might be detrimental to the connection’s structural performance over | |
| publisher | American Society of Civil Engineers | |
| title | Characterization of Unistrut Connection Method with Pultruded Fiber-Reinforced Polymer Channels | |
| type | Journal Paper | |
| journal volume | 18 | |
| journal issue | 5 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(2006)18:5(700) | |
| tree | Journal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 005 | |
| contenttype | Fulltext | |
