| contributor author | A. K. Pandey | |
| contributor author | Ram Kumar | |
| contributor author | D. K. Paul | |
| contributor author | D. N. Trikha | |
| date accessioned | 2017-05-08T20:59:58Z | |
| date available | 2017-05-08T20:59:58Z | |
| date copyright | September 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%290733-9445%282006%29132%3A9%281393%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34874 | |
| description abstract | A strain rate dependent material model for concrete has been proposed for analysis of three-dimensional reinforced concrete structures under transient dynamic loading. The model takes into account the pressure sensitivity in three-dimensional loading situations and strain rate sensitivity in dynamic loading situations. The cracking in tension has been modeled using the smeared cracking approach. The strain rate sensitivity has been considered at two levels: the failure surface is made strain rate dependent as is also the fluidity parameter. The tension stiffening effect observed in reinforced concrete structures has also been considered. | |
| publisher | American Society of Civil Engineers | |
| title | Strain Rate Model for Dynamic Analysis of Reinforced Concrete Structures | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2006)132:9(1393) | |
| tree | Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 009 | |
| contenttype | Fulltext | |
