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contributor authorSun Ya-zhen;Guo Xue-nan;Wang Jin-chang;Sun Shun-xi
date accessioned2019-02-26T07:36:48Z
date available2019-02-26T07:36:48Z
date issued2018
identifier otherJHTRCQ.0000604.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248263
description abstractThe principle of fracture energy was put forward to evaluate the anti-cracking performance of high viscoelastic tar sands. To effectively reconstruct the anti-cracking performance of high viscoelastic tar sands, a semi-circular bending test was performed to measure the maximum load and fracture energy. The test results show that when the test temperature remains constant, the maximum failure load of the specimen increases along with loading rate, while the fracture energy of the specimen decreases along with increasing loading rate. Meanwhile, when the loading rate remains constant, the maximum failure load of the specimen decreases along with increasing temperature, while the fracture energy increases along with temperature. The test device is simple and cheap, while the test specimen is easy to manufacture. Therefore, the semi-circular bending test can be used as a standard method for testing the crack resistance design of asphalt mixture. A parameter sensitivity analysis is also conducted by using the ABAQUS finite element numerical simulation method. The experiment and numerical simulation results are compared to verify whether fracture energy can be used to evaluate the anti-cracking performance of high viscoelastic tar sands.
publisherAmerican Society of Civil Engineers
titleResearch on the Anti-Cracking Performance of High Viscoelastic Tar Sands
typeJournal Paper
journal volume12
journal issue1
journal titleJournal of Highway and Transportation Research and Development (English Edition)
identifier doi10.1061/JHTRCQ.0000604
page7
treeJournal of Highway and Transportation Research and Development (English Edition):;2018:;Volume ( 012 ):;issue: 001
contenttypeFulltext


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