Mechanical and Thermal Properties of Composite Precast Concrete Sandwich Panels: A Review
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116098948. Available under License Creative Commons Attribution 4.0. |
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Description
Precast concrete sandwich panels (PCSPs) are utilized for the external cladding of structures (i.e., residential, and commercial) due to their high thermal efficiency and adequate composite action that resist applied loads. PCSPs are composed of an insulating layer with high thermal resistance that is mechanically connected to the concrete. In the recent decades, PCSPs have been a viable alternative for the fast deployment of structures due to the low fabrication and maintenance cost. Furthermore, the construction of light and thin concrete wythes that can transfer and resist shear loads has been achieved with the utilization of high-performance cementitious composites. As a result, engineers prefer PCSPs for building construction. PCSP design and use have been examined to guarantee that a building is energy efficient, has structural integrity, is sustainable, is comfortable, and is safe. Hence, this paper reviews the expanding knowledge regarding the current development of the mechanical and thermal properties of the PCSPs components; subsequently, future potential research directions are suggested.
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| ID Code: | 235503 | ||
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| Item Type: | Contribution to Journal (Review article) | ||
| Refereed: | Yes | ||
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| Additional Information: | Funding: This work was supported by the Ministry of Higher Education under the Fundamental Research Grant Scheme (FRGS/1/2020/TK01/UM/02/2). | ||
| Measurements or Duration: | 14 pages | ||
| Keywords: | concrete wythes, insulation, load-bearing composite wall, precast concrete sandwich panel, shear connection | ||
| DOI: | 10.3390/buildings12091429 | ||
| ISSN: | 2075-5309 | ||
| Pure ID: | 116098948 | ||
| Divisions: | Current > Research Centres > Centre for Materials Science Current > QUT Faculties and Divisions > Faculty of Science Current > QUT Faculties and Divisions > Faculty of Engineering Current > Schools > School of Civil & Environmental Engineering |
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| Funding Information: | The Ministry of Higher Education supported this study under the Fundamental Research Grant Scheme (FRGS/1/2020/TK01/UM/02/2). The authors are grateful to the Public Service Department (JPA) for providing scholarships to perform this work. | ||
| Copyright Owner: | 2022 The Authors | ||
| Copyright Statement: | This work is covered by copyright. Unless the document is being made available under a Creative Commons Licence, you must assume that re-use is limited to personal use and that permission from the copyright owner must be obtained for all other uses. If the document is available under a Creative Commons License (or other specified license) then refer to the Licence for details of permitted re-use. It is a condition of access that users recognise and abide by the legal requirements associated with these rights. If you believe that this work infringes copyright please provide details by email to qut.copyright@qut.edu.au | ||
| Deposited On: | 11 Oct 2022 00:44 | ||
| Last Modified: | 03 Aug 2024 03:46 |
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