Research on Shear Capacity and Checking Method of MT·G-Joint for Application in Prefabricated Underground Structures
The MT·G-Joint (grouted mortise-tenon joint), invented as the connection between the large prefabricated elements, is the most important component in the prefabricated underground structures. Its shear performance is critical to the overall mechanical performance of the prefabricated structure. This...
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| Format: | Article |
| Language: | English |
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Wiley
2019-01-01
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| Series: | Advances in Materials Science and Engineering |
| Online Access: | http://dx.doi.org/10.1155/2019/4065301 |
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| author | Xiuren Yang Zhongheng Shi Fang Lin |
| author_facet | Xiuren Yang Zhongheng Shi Fang Lin |
| author_sort | Xiuren Yang |
| collection | DOAJ |
| description | The MT·G-Joint (grouted mortise-tenon joint), invented as the connection between the large prefabricated elements, is the most important component in the prefabricated underground structures. Its shear performance is critical to the overall mechanical performance of the prefabricated structure. This paper carries out four-point pure shear experiment to investigate the shear performance of the MT·G-Joint. The shear key method is then proved to be suitable for MT·G-Joint when the axial load is 0 kN based on the experimental results. In addition, combining the shear key method and experimental results, the calculation method of the shear capacity, improved shear key method (ISKM), is proposed on account of the mechanical model of the failure plane. ISKM is appropriate for different load conditions. Finally, every kind of joints used in the prefabricated metro station structures on Changchun Metro Line 2 is calculated by using ISKM. The results indicate that the shear capacity of the MT·G-Joint is good, and the used joints still have large safety margin even under the worst working condition. The findings of this study are of value to help researchers and engineers more effectively design prefabricated underground structures. |
| format | Article |
| id | doaj-art-aaad4e92f7fc485cb9fa0107c018ba61 |
| institution | Kabale University |
| issn | 1687-8434 1687-8442 |
| language | English |
| publishDate | 2019-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Materials Science and Engineering |
| spelling | doaj-art-aaad4e92f7fc485cb9fa0107c018ba612025-02-03T01:06:40ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422019-01-01201910.1155/2019/40653014065301Research on Shear Capacity and Checking Method of MT·G-Joint for Application in Prefabricated Underground StructuresXiuren Yang0Zhongheng Shi1Fang Lin2School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, ChinaSchool of Civil Engineering, Beijing Jiaotong University, Beijing 100044, ChinaBeijing Urban Construction Design and Development Group Co. Ltd., Beijing 100037, ChinaThe MT·G-Joint (grouted mortise-tenon joint), invented as the connection between the large prefabricated elements, is the most important component in the prefabricated underground structures. Its shear performance is critical to the overall mechanical performance of the prefabricated structure. This paper carries out four-point pure shear experiment to investigate the shear performance of the MT·G-Joint. The shear key method is then proved to be suitable for MT·G-Joint when the axial load is 0 kN based on the experimental results. In addition, combining the shear key method and experimental results, the calculation method of the shear capacity, improved shear key method (ISKM), is proposed on account of the mechanical model of the failure plane. ISKM is appropriate for different load conditions. Finally, every kind of joints used in the prefabricated metro station structures on Changchun Metro Line 2 is calculated by using ISKM. The results indicate that the shear capacity of the MT·G-Joint is good, and the used joints still have large safety margin even under the worst working condition. The findings of this study are of value to help researchers and engineers more effectively design prefabricated underground structures.http://dx.doi.org/10.1155/2019/4065301 |
| spellingShingle | Xiuren Yang Zhongheng Shi Fang Lin Research on Shear Capacity and Checking Method of MT·G-Joint for Application in Prefabricated Underground Structures Advances in Materials Science and Engineering |
| title | Research on Shear Capacity and Checking Method of MT·G-Joint for Application in Prefabricated Underground Structures |
| title_full | Research on Shear Capacity and Checking Method of MT·G-Joint for Application in Prefabricated Underground Structures |
| title_fullStr | Research on Shear Capacity and Checking Method of MT·G-Joint for Application in Prefabricated Underground Structures |
| title_full_unstemmed | Research on Shear Capacity and Checking Method of MT·G-Joint for Application in Prefabricated Underground Structures |
| title_short | Research on Shear Capacity and Checking Method of MT·G-Joint for Application in Prefabricated Underground Structures |
| title_sort | research on shear capacity and checking method of mt·g joint for application in prefabricated underground structures |
| url | http://dx.doi.org/10.1155/2019/4065301 |
| work_keys_str_mv | AT xiurenyang researchonshearcapacityandcheckingmethodofmtgjointforapplicationinprefabricatedundergroundstructures AT zhonghengshi researchonshearcapacityandcheckingmethodofmtgjointforapplicationinprefabricatedundergroundstructures AT fanglin researchonshearcapacityandcheckingmethodofmtgjointforapplicationinprefabricatedundergroundstructures |