Flexural Properties of Steel-Bamboo Composite Slabs in Different Connection Methods
This paper presents a study aimed to estimate the flexural performance of profiled steel sheet-bamboo plywood composite slabs as a first step to evaluate its potential application as structural components. Nine specimens were tested to investigate the stability of steel-bamboo composite structure. A...
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| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
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Wiley
2020-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2020/6639789 |
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| author | Hui Zhong Qifeng Shan Jialiang Zhang Xiaocun Zhang Yushun Li |
| author_facet | Hui Zhong Qifeng Shan Jialiang Zhang Xiaocun Zhang Yushun Li |
| author_sort | Hui Zhong |
| collection | DOAJ |
| description | This paper presents a study aimed to estimate the flexural performance of profiled steel sheet-bamboo plywood composite slabs as a first step to evaluate its potential application as structural components. Nine specimens were tested to investigate the stability of steel-bamboo composite structure. According to different connection methods, three types of composite slabs were discussed, including pure bonding slabs (PBSs), composite bonding slabs (CBSs), and reinforced composite bonding slabs (RCBS). The result showed that specimens employed multiple composite methods (RCBS) exhibited excellent flexural bearing capacity and stiffness compared with PBS. The increase of bamboo plywood thickness could improve bearing capacity and flexural stiffness of composite slabs, while the reduction of screw spacing could enhance the bearing capacity and ductility of composite slabs. The RCBS, which can provide higher bearing capacity and stiffness and possess excellent deformation capability, are well worth of research and practical application. |
| format | Article |
| id | doaj-art-1e0e0a566a6948c5b73573662f782543 |
| institution | Kabale University |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2020-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-1e0e0a566a6948c5b73573662f7825432025-02-03T05:52:24ZengWileyAdvances in Civil Engineering1687-80861687-80942020-01-01202010.1155/2020/66397896639789Flexural Properties of Steel-Bamboo Composite Slabs in Different Connection MethodsHui Zhong0Qifeng Shan1Jialiang Zhang2Xiaocun Zhang3Yushun Li4School of Civil and Environmental Engineering, Ningbo University, Ningbo 315211, ChinaSchool of Civil and Environmental Engineering, Ningbo University, Ningbo 315211, ChinaSchool of Civil and Environmental Engineering, Ningbo University, Ningbo 315211, ChinaSchool of Civil and Environmental Engineering, Ningbo University, Ningbo 315211, ChinaCollege of Civil Engineering and Architecture, Qingdao Agricultural University, Qingdao 266109, ChinaThis paper presents a study aimed to estimate the flexural performance of profiled steel sheet-bamboo plywood composite slabs as a first step to evaluate its potential application as structural components. Nine specimens were tested to investigate the stability of steel-bamboo composite structure. According to different connection methods, three types of composite slabs were discussed, including pure bonding slabs (PBSs), composite bonding slabs (CBSs), and reinforced composite bonding slabs (RCBS). The result showed that specimens employed multiple composite methods (RCBS) exhibited excellent flexural bearing capacity and stiffness compared with PBS. The increase of bamboo plywood thickness could improve bearing capacity and flexural stiffness of composite slabs, while the reduction of screw spacing could enhance the bearing capacity and ductility of composite slabs. The RCBS, which can provide higher bearing capacity and stiffness and possess excellent deformation capability, are well worth of research and practical application.http://dx.doi.org/10.1155/2020/6639789 |
| spellingShingle | Hui Zhong Qifeng Shan Jialiang Zhang Xiaocun Zhang Yushun Li Flexural Properties of Steel-Bamboo Composite Slabs in Different Connection Methods Advances in Civil Engineering |
| title | Flexural Properties of Steel-Bamboo Composite Slabs in Different Connection Methods |
| title_full | Flexural Properties of Steel-Bamboo Composite Slabs in Different Connection Methods |
| title_fullStr | Flexural Properties of Steel-Bamboo Composite Slabs in Different Connection Methods |
| title_full_unstemmed | Flexural Properties of Steel-Bamboo Composite Slabs in Different Connection Methods |
| title_short | Flexural Properties of Steel-Bamboo Composite Slabs in Different Connection Methods |
| title_sort | flexural properties of steel bamboo composite slabs in different connection methods |
| url | http://dx.doi.org/10.1155/2020/6639789 |
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