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| Content Provider | IEEE Xplore Digital Library |
|---|---|
| Author | Zhang Shunli Zhang Hongchun |
| Copyright Year | 2011 |
| Description | Author affiliation: The Department of technology, Henan highway management bureau of communications and transportation department, Zhengzhou, China (Zhang Hongchun) || The Department of Computer Science and Engineering, Henan Institute of Engineering, Zhengzhou, China (Zhang Shunli) |
| Abstract | While using finite element to analyze the fracture and damage of cement stabilized macadam base, it's always a big problem to establish the appropriate model and choose the proper parameter to distinguish suspension structure and framework dense structure. In order to solve the problem, “crack expanding weighting (Rmin)” is proposed. By introducing the Rmin value parameter, allowable fatigue life and stress intensity factor of suspension structure and framework dense structure were separately calculated. Comparing the test data with calculation, the average error is only 16% though divergence is relative big, which indicates that the introduction to crack expanding weighting is scientific and feasible. |
| Starting Page | 1517 |
| Ending Page | 1520 |
| File Size | 500337 |
| Page Count | 4 |
| File Format | |
| ISBN | 9781457717000 |
| e-ISBN | 9781457717017 |
| DOI | 10.1109/TMEE.2011.6199496 |
| Language | English |
| Publisher | Institute of Electrical and Electronics Engineers, Inc. (IEEE) |
| Publisher Date | 2011-12-16 |
| Publisher Place | China |
| Access Restriction | Subscribed |
| Rights Holder | Institute of Electrical and Electronics Engineers, Inc. (IEEE) |
| Subject Keyword | Asphalt Crack expanding route Aggregates Crack expanding weighting Cement stabilized macadam base Fatigue Compounds Finite element methods Suspensions Stress Finite element |
| Content Type | Text |
| Resource Type | Article |
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