Adoption of precast hollow core panels for external walls of multi-storey buildings

dc.contributor.authorSubakaran, R
dc.contributor.authorJayasinghe, MTR
dc.contributor.authorHerath, HMST
dc.contributor.editorMallikarachchi, C
dc.date.accessioned2023-01-25T10:00:40Z
dc.date.available2023-01-25T10:00:40Z
dc.date.issued2022-12
dc.description.abstractPrecast hollow core wall panels have gained popularity for their efficient use as load-bearing and non-load-bearing wall elements. ICC ACOTEC hollow core wall panels are manufactured locally and intended to be used as internal partition wall panels in multi-storey buildings. Partition walls in general are not load-bearing elements, thus they do not undergo significant deformations. This research study focuses on verifying the usability of such precast panels as external wall panels in multi-story buildings, where their load resistance is investigated under lateral wind loads and vertical deformations due to column shortening effects. In addition, using the shape optimisation technique in-built into ABAQUS/CAE advanced finite element software and parametric optimisation study, a better layout for the precast wall is also proposed and its performance is compared with the current standard layout under similar loading and boundary conditions. The numerical model was validated using experimental test results and the optimised panel has a 16% lower net volume than the original hollow panel. Meanwhile, the optimised panel did not show any reduction in strength properties and does not pose any challenges in manufacturing. Using shape-optimised panel sections, panel assemblies are simulated to investigate the panel assembly response under wind loads. Further, recommendations are given on the maximum number of wall panels that could be installed as a single assembly under different wind load intensities at various heights of multi-story buildings. Considering practical aspects, these recommendations are integrated with proposals on connection mechanisms between panel assemblies. Due to the nature of the scope of this research study, long-term effects such as creep and fatigue were not incorporated, and it is recommended to conduct experimental tests for the proposed panel assemblies before practical usage.en_US
dc.identifier.citation******en_US
dc.identifier.conferenceCivil Engineering Research Symposium 2021en_US
dc.identifier.departmentDepartment of Civil Engineeringen_US
dc.identifier.emailharanniro@gmail.comen_US
dc.identifier.facultyEngineeringen_US
dc.identifier.pgnospp. 43-44en_US
dc.identifier.placeKatubeddaen_US
dc.identifier.proceedingProceedings of the Civil Engineering Research Symposium 2022en_US
dc.identifier.urihttp://dl.lib.uom.lk/handle/123/20282
dc.identifier.year2022en_US
dc.language.isoenen_US
dc.publisherDepartment of Civil Engineering, Faculty of Engineering, University of Moratuwaen_US
dc.subjectPrecast hollow core panelsen_US
dc.subjectshape optimisationen_US
dc.subjectnumerical modellingen_US
dc.titleAdoption of precast hollow core panels for external walls of multi-storey buildingsen_US
dc.typeConference-Abstracten_US

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