| contributor author | Ghassan R. Chehab | |
| contributor author | Y. Richard Kim | |
| date accessioned | 2017-05-08T21:17:51Z | |
| date available | 2017-05-08T21:17:51Z | |
| date copyright | August 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%290899-1561%282005%2917%3A4%28384%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/46043 | |
| description abstract | A viscoelastoplastic continuum damage (VEPCD) model has recently been developed and validated under the auspices of the National Cooperative Highway Research Program 9-19 project, entitled “Advanced Mixture Characterization for Superpave Support and Performance Models Management.” The VEPCD model is able to characterize the viscoelastic and viscoplastic responses of asphalt concrete (AC) in addition to microcracking. The primary objective of this paper is to validate the model under thermal loading conditions that are distinctively different from the mechanical loading conditions used in model development and calibration. Viscoplastic (VP) behavior is a typical response in AC at high temperatures; however, based on the | |
| publisher | American Society of Civil Engineers | |
| title | Viscoelastoplastic Continuum Damage Model Application to Thermal Cracking of Asphalt Concrete | |
| type | Journal Paper | |
| journal volume | 17 | |
| journal issue | 4 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(2005)17:4(384) | |
| tree | Journal of Materials in Civil Engineering:;2005:;Volume ( 017 ):;issue: 004 | |
| contenttype | Fulltext | |
