BEHAVIOR OF GEOPOLYMER CONCRETE WALL PANELS WITH SQUARE OPENING VARIATIONS SUBJECTED TO CYCLIC LOADS
Masonry walls are non-structural elements that can increase the stiffness and strength of building structures subjected to lateral loads. Reinforced concrete (RC) wall systems are structural elements that have been developed to improve structural performance. Because the use of large amounts of ceme...
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my.uniten.dspace-345262024-10-14T11:20:24Z BEHAVIOR OF GEOPOLYMER CONCRETE WALL PANELS WITH SQUARE OPENING VARIATIONS SUBJECTED TO CYCLIC LOADS Saloma Nurjannah S.A. Hanafiah Usman A.P. Hu S. Usman F. 57170913900 57190066896 57170791400 57188638131 58609342300 55812540000 cyclic lateral loads finite element method geopolymer concrete wall panel Masonry walls are non-structural elements that can increase the stiffness and strength of building structures subjected to lateral loads. Reinforced concrete (RC) wall systems are structural elements that have been developed to improve structural performance. Because the use of large amounts of cement in RC is not environmentally friendly, cement-free concrete called geopolymer concrete (GC) has been developed. Research on GC structural beam-column joints and slab joints has proven that GC fulfils the strength requirements for structural elements. However, previous studies have not addressed the performance of reinforced GC wall panels (WPs) under cyclic loads. Therefore, this study filled the gap with the novelty of investigating the performance of reinforced GC structural WPs subjected to cyclic lateral loads. Numerical analysis was used to determine the performance of GC-WPs in resisting cyclic lateral loads, and an aerated concrete wall panel (AC-WP) model was used for verification. The study investigated GC-WPs that were 1500 mm wide and 200 mm thick, varying in solidity such that one was entirely solid (GC-WP1) and two had square openings in horizontal and vertical configurations (GC-WP2 and GC-WP3, respectively). The cyclic loading history referenced FEMA 461. The analysis resulted in hysteretic curves, ductility ratios, and stress contours. GC-WP1 achieved the highest maximum lateral loads (73,994 kN and-67,225 kN) compared to the other GC-WP models, with a high ductility ratio of 14,681. Results show that GC has the potential for use in WPs to improve their resistance to lateral cyclic loads. � 2023, Institute for research and design in industry. All rights reserved. Final 2024-10-14T03:20:24Z 2024-10-14T03:20:24Z 2023 Article 10.5937/jaes0-43777 2-s2.0-85171754103 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85171754103&doi=10.5937%2fjaes0-43777&partnerID=40&md5=7b0a16d7cbff5d88b81f8cab35d70bdd https://irepository.uniten.edu.my/handle/123456789/34526 21 3 1130 884 895 All Open Access Gold Open Access Institute for research and design in industry Scopus |
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cyclic lateral loads finite element method geopolymer concrete wall panel Saloma Nurjannah S.A. Hanafiah Usman A.P. Hu S. Usman F. BEHAVIOR OF GEOPOLYMER CONCRETE WALL PANELS WITH SQUARE OPENING VARIATIONS SUBJECTED TO CYCLIC LOADS |
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Masonry walls are non-structural elements that can increase the stiffness and strength of building structures subjected to lateral loads. Reinforced concrete (RC) wall systems are structural elements that have been developed to improve structural performance. Because the use of large amounts of cement in RC is not environmentally friendly, cement-free concrete called geopolymer concrete (GC) has been developed. Research on GC structural beam-column joints and slab joints has proven that GC fulfils the strength requirements for structural elements. However, previous studies have not addressed the performance of reinforced GC wall panels (WPs) under cyclic loads. Therefore, this study filled the gap with the novelty of investigating the performance of reinforced GC structural WPs subjected to cyclic lateral loads. Numerical analysis was used to determine the performance of GC-WPs in resisting cyclic lateral loads, and an aerated concrete wall panel (AC-WP) model was used for verification. The study investigated GC-WPs that were 1500 mm wide and 200 mm thick, varying in solidity such that one was entirely solid (GC-WP1) and two had square openings in horizontal and vertical configurations (GC-WP2 and GC-WP3, respectively). The cyclic loading history referenced FEMA 461. The analysis resulted in hysteretic curves, ductility ratios, and stress contours. GC-WP1 achieved the highest maximum lateral loads (73,994 kN and-67,225 kN) compared to the other GC-WP models, with a high ductility ratio of 14,681. Results show that GC has the potential for use in WPs to improve their resistance to lateral cyclic loads. � 2023, Institute for research and design in industry. All rights reserved. |
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57170913900 |
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57170913900 Saloma Nurjannah S.A. Hanafiah Usman A.P. Hu S. Usman F. |
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Article |
author |
Saloma Nurjannah S.A. Hanafiah Usman A.P. Hu S. Usman F. |
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title |
BEHAVIOR OF GEOPOLYMER CONCRETE WALL PANELS WITH SQUARE OPENING VARIATIONS SUBJECTED TO CYCLIC LOADS |
title_short |
BEHAVIOR OF GEOPOLYMER CONCRETE WALL PANELS WITH SQUARE OPENING VARIATIONS SUBJECTED TO CYCLIC LOADS |
title_full |
BEHAVIOR OF GEOPOLYMER CONCRETE WALL PANELS WITH SQUARE OPENING VARIATIONS SUBJECTED TO CYCLIC LOADS |
title_fullStr |
BEHAVIOR OF GEOPOLYMER CONCRETE WALL PANELS WITH SQUARE OPENING VARIATIONS SUBJECTED TO CYCLIC LOADS |
title_full_unstemmed |
BEHAVIOR OF GEOPOLYMER CONCRETE WALL PANELS WITH SQUARE OPENING VARIATIONS SUBJECTED TO CYCLIC LOADS |
title_sort |
behavior of geopolymer concrete wall panels with square opening variations subjected to cyclic loads |
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Institute for research and design in industry |
publishDate |
2024 |
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1814060101296717824 |
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13.214268 |