Finite Element Analysis on the Creep Constitutive Equation of High Modulus Asphalt Concrete
In order to obtain the viscoelastic constitutive relation of High Modulus Asphalt Concrete (HMAC), the constitutive relationship is used to carry on the various numerical calculation, utilize integral transforming in its Bailey-Norton creep rule, and establish new practical model. Combining with the...
| Main Authors: | , , |
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| Other Authors: | |
| Format: | Journal Article |
| Language: | English |
| Published: |
2015
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| Online Access: | https://hdl.handle.net/10356/80950 http://hdl.handle.net/10220/39020 |
| _version_ | 1826112831570837504 |
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| author | Wang, Xiu-shan Fan, Tao-tao Kitmeng, Lum |
| author2 | School of Civil and Environmental Engineering |
| author_facet | School of Civil and Environmental Engineering Wang, Xiu-shan Fan, Tao-tao Kitmeng, Lum |
| author_sort | Wang, Xiu-shan |
| collection | NTU |
| description | In order to obtain the viscoelastic constitutive relation of High Modulus Asphalt Concrete (HMAC), the constitutive relationship is used to carry on the various numerical calculation, utilize integral transforming in its Bailey-Norton creep rule, and establish new practical model. Combining with the collection data from creep tests of uniaxial compression, regression calculation is carried out with 1STOPT fitting software; thus the creep parameters of High Modulus Asphalt Concrete in different temperatures were obtained, which can be used in HMAC creep model. |
| first_indexed | 2024-10-01T03:13:33Z |
| format | Journal Article |
| id | ntu-10356/80950 |
| institution | Nanyang Technological University |
| language | English |
| last_indexed | 2024-10-01T03:13:33Z |
| publishDate | 2015 |
| record_format | dspace |
| spelling | ntu-10356/809502020-03-07T11:43:30Z Finite Element Analysis on the Creep Constitutive Equation of High Modulus Asphalt Concrete Wang, Xiu-shan Fan, Tao-tao Kitmeng, Lum School of Civil and Environmental Engineering In order to obtain the viscoelastic constitutive relation of High Modulus Asphalt Concrete (HMAC), the constitutive relationship is used to carry on the various numerical calculation, utilize integral transforming in its Bailey-Norton creep rule, and establish new practical model. Combining with the collection data from creep tests of uniaxial compression, regression calculation is carried out with 1STOPT fitting software; thus the creep parameters of High Modulus Asphalt Concrete in different temperatures were obtained, which can be used in HMAC creep model. Published version 2015-12-09T09:25:48Z 2019-12-06T14:18:07Z 2015-12-09T09:25:48Z 2019-12-06T14:18:07Z 2015 Journal Article Wang, X., Fan, T., & Kitmeng, L. (2015). Finite Element Analysis on the Creep Constitutive Equation of High Modulus Asphalt Concrete. Advances in Materials Science and Engineering, 2015, 860454-. 1687-8434 https://hdl.handle.net/10356/80950 http://hdl.handle.net/10220/39020 10.1155/2015/860454 en Advances in Materials Science and Engineering © 2015 Xiu-shanWang et al.This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. 4 p. application/pdf |
| spellingShingle | Wang, Xiu-shan Fan, Tao-tao Kitmeng, Lum Finite Element Analysis on the Creep Constitutive Equation of High Modulus Asphalt Concrete |
| title | Finite Element Analysis on the Creep Constitutive Equation of High Modulus Asphalt Concrete |
| title_full | Finite Element Analysis on the Creep Constitutive Equation of High Modulus Asphalt Concrete |
| title_fullStr | Finite Element Analysis on the Creep Constitutive Equation of High Modulus Asphalt Concrete |
| title_full_unstemmed | Finite Element Analysis on the Creep Constitutive Equation of High Modulus Asphalt Concrete |
| title_short | Finite Element Analysis on the Creep Constitutive Equation of High Modulus Asphalt Concrete |
| title_sort | finite element analysis on the creep constitutive equation of high modulus asphalt concrete |
| url | https://hdl.handle.net/10356/80950 http://hdl.handle.net/10220/39020 |
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