Numerical simulation of precast wall to wall connection under lateral monotonic loading

The overall lateral stability of the structural system for residential buildings relies mainly on the precast concrete wall panels as a lateral resistance system. Hence, the connection between the wall panels plays a crucial role in providing structural integrity. On the other hand, the interaction...

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Main Authors: Hasan, Mousa, Muhamad, Rahimah, Qasem, Maged
Format: Conference or Workshop Item
Published: 2023
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Online Access:http://eprints.utm.my/108225/
http://dx.doi.org/10.1063/5.0176825
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spelling my.utm.1082252024-11-11T07:48:29Z http://eprints.utm.my/108225/ Numerical simulation of precast wall to wall connection under lateral monotonic loading Hasan, Mousa Muhamad, Rahimah Qasem, Maged T Technology (General) The overall lateral stability of the structural system for residential buildings relies mainly on the precast concrete wall panels as a lateral resistance system. Hence, the connection between the wall panels plays a crucial role in providing structural integrity. On the other hand, the interaction effect of interfaces between the precast and post-cast concrete of the wall panel and the intermediate joint directly impacts the structural capacity and integrity of the connected parts and the overall structural system. Therefore, numerically remains challenging for many researchers to simulate the interaction of the interfaces between the concrete cast at different times. Thus, the researchers of this paper aimed to simulate the precast concrete wall-to-wall connection using Abaqus Software to investigate the impact of casting concrete at different times on the capacity of the joint and overall integrated wall panel under lateral monotonic loading. Based on the findings, the load displacement showed good composite action. However, the interaction effect of interfaces due to casting concrete at different times reduces the initial stiffness, expedites the yielding, and delays the hardening stage. On the other hand, as the displacement was applied at the top of the left panel, the load transfer mechanism between the wall panel caused stress concentration at the interfaces between the intermediate joint and the left wall panel. 2023 Conference or Workshop Item PeerReviewed Hasan, Mousa and Muhamad, Rahimah and Qasem, Maged (2023) Numerical simulation of precast wall to wall connection under lateral monotonic loading. In: 4th International Conference on Civil and Environmental Engineering: Challenges and Opportunities in the Post-Covid 19 World: Towards a Resilient Nation, CENVIRON 2021, 9 December 2021-10 December 2021, Perlis, Malaysia. http://dx.doi.org/10.1063/5.0176825
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic T Technology (General)
spellingShingle T Technology (General)
Hasan, Mousa
Muhamad, Rahimah
Qasem, Maged
Numerical simulation of precast wall to wall connection under lateral monotonic loading
description The overall lateral stability of the structural system for residential buildings relies mainly on the precast concrete wall panels as a lateral resistance system. Hence, the connection between the wall panels plays a crucial role in providing structural integrity. On the other hand, the interaction effect of interfaces between the precast and post-cast concrete of the wall panel and the intermediate joint directly impacts the structural capacity and integrity of the connected parts and the overall structural system. Therefore, numerically remains challenging for many researchers to simulate the interaction of the interfaces between the concrete cast at different times. Thus, the researchers of this paper aimed to simulate the precast concrete wall-to-wall connection using Abaqus Software to investigate the impact of casting concrete at different times on the capacity of the joint and overall integrated wall panel under lateral monotonic loading. Based on the findings, the load displacement showed good composite action. However, the interaction effect of interfaces due to casting concrete at different times reduces the initial stiffness, expedites the yielding, and delays the hardening stage. On the other hand, as the displacement was applied at the top of the left panel, the load transfer mechanism between the wall panel caused stress concentration at the interfaces between the intermediate joint and the left wall panel.
format Conference or Workshop Item
author Hasan, Mousa
Muhamad, Rahimah
Qasem, Maged
author_facet Hasan, Mousa
Muhamad, Rahimah
Qasem, Maged
author_sort Hasan, Mousa
title Numerical simulation of precast wall to wall connection under lateral monotonic loading
title_short Numerical simulation of precast wall to wall connection under lateral monotonic loading
title_full Numerical simulation of precast wall to wall connection under lateral monotonic loading
title_fullStr Numerical simulation of precast wall to wall connection under lateral monotonic loading
title_full_unstemmed Numerical simulation of precast wall to wall connection under lateral monotonic loading
title_sort numerical simulation of precast wall to wall connection under lateral monotonic loading
publishDate 2023
url http://eprints.utm.my/108225/
http://dx.doi.org/10.1063/5.0176825
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score 13.214268