Research on the Anti-Cracking Performance of High Viscoelastic Tar Sands

Yazhen Sun, Xue-nan Guo, Jin-chang Wang, Shunkai Sun
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Abstract

The 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.
高粘弹性沥青砂抗裂性能研究
提出了用断裂能原理评价高粘弹性油砂抗裂性能的方法。为了有效地重建高粘弹性沥青砂的抗裂性能,进行了半圆弯曲试验,测量了最大载荷和断裂能。试验结果表明:在试验温度一定的情况下,试样的最大破坏载荷随加载速率的增加而增大,而试样的断裂能随加载速率的增加而减小;同时,在加载速率一定的情况下,试样的最大破坏载荷随温度升高而减小,而断裂能随温度升高而增大。试验装置简单,价格便宜,而试样易于制造。因此,半圆弯曲试验可作为检验沥青混合料抗裂设计的标准方法。采用ABAQUS有限元数值模拟方法进行了参数敏感性分析。将实验结果与数值模拟结果进行对比,验证断裂能能否用于评价高粘弹性油砂的抗裂性能。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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