A Comprehensive Flexural Analysis for Sustainable Concrete Structure Reinforced by Embedded Parts
In this research, the plate embedded parts and grooved embedded parts reinforced concrete structures were investigated. Two types of plate embedded parts and three types of grooved embedded parts experienced coating treatment to enable sustainable function. Later, the ultimate failure capacity by be...
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| Main Authors: | , , , , , |
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| Format: | Article |
| Language: | English |
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Wiley
2021-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2021/2245885 |
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| author | Yuantian Sun Junfei Zhang Yunchao Tang Yufei Wang Junbo Sun Xiangyu Wang |
| author_facet | Yuantian Sun Junfei Zhang Yunchao Tang Yufei Wang Junbo Sun Xiangyu Wang |
| author_sort | Yuantian Sun |
| collection | DOAJ |
| description | In this research, the plate embedded parts and grooved embedded parts reinforced concrete structures were investigated. Two types of plate embedded parts and three types of grooved embedded parts experienced coating treatment to enable sustainable function. Later, the ultimate failure capacity by bending experiments was conducted and compared with the theoretically calculated results. Moreover, three grooved embedded parts were simulated by ABAQUS to compare the results with the experimental exploration results, which was in close agreement with the theoretically calculated results and finite element analysis results. The result indicated that the failure modes of the embedded specimens under the five working conditions are all concrete vertebral failure. The plate-type embedded components were proved to exhibit higher ultimate bearing capacity than the grooved embedded parts. Moreover, the flexural and shear capacity of these five types of embedded parts has not been fully developed. The ultimate flexural and shear capacity of these five types of embedded parts could be further explored by adjusting the higher concrete grade. |
| format | Article |
| id | doaj-art-363b7d10b3fb4a6e9faf6ccb0ba6bf12 |
| institution | Kabale University |
| issn | 1687-8094 |
| language | English |
| publishDate | 2021-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-363b7d10b3fb4a6e9faf6ccb0ba6bf122025-02-03T01:10:53ZengWileyAdvances in Civil Engineering1687-80942021-01-01202110.1155/2021/2245885A Comprehensive Flexural Analysis for Sustainable Concrete Structure Reinforced by Embedded PartsYuantian Sun0Junfei Zhang1Yunchao Tang2Yufei Wang3Junbo Sun4Xiangyu Wang5Ningbo Zhongchun High Tech Co., Ltd.School of Civil and Transportation EngineeringCollege of Urban and Rural ConstructionChongqing University Industrial Technology Research InstituteInstitute for Smart City of Chongqing University in LiyangSchool of Design and Built EnvironmentIn this research, the plate embedded parts and grooved embedded parts reinforced concrete structures were investigated. Two types of plate embedded parts and three types of grooved embedded parts experienced coating treatment to enable sustainable function. Later, the ultimate failure capacity by bending experiments was conducted and compared with the theoretically calculated results. Moreover, three grooved embedded parts were simulated by ABAQUS to compare the results with the experimental exploration results, which was in close agreement with the theoretically calculated results and finite element analysis results. The result indicated that the failure modes of the embedded specimens under the five working conditions are all concrete vertebral failure. The plate-type embedded components were proved to exhibit higher ultimate bearing capacity than the grooved embedded parts. Moreover, the flexural and shear capacity of these five types of embedded parts has not been fully developed. The ultimate flexural and shear capacity of these five types of embedded parts could be further explored by adjusting the higher concrete grade.http://dx.doi.org/10.1155/2021/2245885 |
| spellingShingle | Yuantian Sun Junfei Zhang Yunchao Tang Yufei Wang Junbo Sun Xiangyu Wang A Comprehensive Flexural Analysis for Sustainable Concrete Structure Reinforced by Embedded Parts Advances in Civil Engineering |
| title | A Comprehensive Flexural Analysis for Sustainable Concrete Structure Reinforced by Embedded Parts |
| title_full | A Comprehensive Flexural Analysis for Sustainable Concrete Structure Reinforced by Embedded Parts |
| title_fullStr | A Comprehensive Flexural Analysis for Sustainable Concrete Structure Reinforced by Embedded Parts |
| title_full_unstemmed | A Comprehensive Flexural Analysis for Sustainable Concrete Structure Reinforced by Embedded Parts |
| title_short | A Comprehensive Flexural Analysis for Sustainable Concrete Structure Reinforced by Embedded Parts |
| title_sort | comprehensive flexural analysis for sustainable concrete structure reinforced by embedded parts |
| url | http://dx.doi.org/10.1155/2021/2245885 |
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