Structural behavior of precast foamed concrete sandwich panel subjected vertical in-plane shear loading
Experimental and analytical studies were accomplished to examine the structural behavior of precast foamed concrete sandwich panel (PFCSP) under vertical in-plane shear load. PFCSP full-scale specimens with total number of six were developed with varying heights to study an important parameter slend...
| প্রধান লেখক: | , , , , |
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| বিন্যাস: | প্রবন্ধ |
| ভাষা: | English |
| প্রকাশিত: |
World Academy of Science, Engineering and Technology
2016
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| বিষয়গুলি: | |
| অনলাইন ব্যবহার করুন: | http://psasir.upm.edu.my/id/eprint/53909/1/Structural%20behavior%20of%20precast%20foamed%20concrete%20sandwich%20panel%20subjected%20vertical%20in-plane%20shear%20loading.pdf |
| _version_ | 1825930940214411264 |
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| author | Mugahed Amran, Y. H. Muhammad Rashid, Raizal Saifulnaz Hejazi, Farzad Safiee, Nor Azizi Abang Ali, Abang Abdullah |
| author_facet | Mugahed Amran, Y. H. Muhammad Rashid, Raizal Saifulnaz Hejazi, Farzad Safiee, Nor Azizi Abang Ali, Abang Abdullah |
| author_sort | Mugahed Amran, Y. H. |
| collection | UPM |
| description | Experimental and analytical studies were accomplished to examine the structural behavior of precast foamed concrete sandwich panel (PFCSP) under vertical in-plane shear load. PFCSP full-scale specimens with total number of six were developed with varying heights to study an important parameter slenderness ratio (H/t). The production technique of PFCSP and the procedure of test setup were described. The results obtained from the experimental tests were analysed in the context of in-plane shear strength capacity, load-deflection profile, load-strain relationship, slenderness ratio, shear cracking patterns and mode of failure. Analytical study of finite element analysis was implemented and the theoretical calculations of the ultimate in-plane shear strengths using the adopted ACI318 equation for reinforced concrete wall were determined aimed at predicting the in-plane shear strength of PFCSP. The decrease in slenderness ratio from 24 to 14 showed an increase of 26.51% and 21.91% on the ultimate in-plane shear strength capacity as obtained experimentally and in FEA models, respectively. The experimental test results, FEA models data and theoretical calculation values were compared and provided a significant agreement with high degree of accuracy. Therefore, on the basis of the results obtained, PFCSP wall has the potential use as an alternative to the conventional load-bearing wall system. |
| first_indexed | 2024-03-06T09:19:11Z |
| format | Article |
| id | upm.eprints-53909 |
| institution | Universiti Putra Malaysia |
| language | English |
| last_indexed | 2024-03-06T09:19:11Z |
| publishDate | 2016 |
| publisher | World Academy of Science, Engineering and Technology |
| record_format | dspace |
| spelling | upm.eprints-539092018-02-21T03:02:15Z http://psasir.upm.edu.my/id/eprint/53909/ Structural behavior of precast foamed concrete sandwich panel subjected vertical in-plane shear loading Mugahed Amran, Y. H. Muhammad Rashid, Raizal Saifulnaz Hejazi, Farzad Safiee, Nor Azizi Abang Ali, Abang Abdullah Experimental and analytical studies were accomplished to examine the structural behavior of precast foamed concrete sandwich panel (PFCSP) under vertical in-plane shear load. PFCSP full-scale specimens with total number of six were developed with varying heights to study an important parameter slenderness ratio (H/t). The production technique of PFCSP and the procedure of test setup were described. The results obtained from the experimental tests were analysed in the context of in-plane shear strength capacity, load-deflection profile, load-strain relationship, slenderness ratio, shear cracking patterns and mode of failure. Analytical study of finite element analysis was implemented and the theoretical calculations of the ultimate in-plane shear strengths using the adopted ACI318 equation for reinforced concrete wall were determined aimed at predicting the in-plane shear strength of PFCSP. The decrease in slenderness ratio from 24 to 14 showed an increase of 26.51% and 21.91% on the ultimate in-plane shear strength capacity as obtained experimentally and in FEA models, respectively. The experimental test results, FEA models data and theoretical calculation values were compared and provided a significant agreement with high degree of accuracy. Therefore, on the basis of the results obtained, PFCSP wall has the potential use as an alternative to the conventional load-bearing wall system. World Academy of Science, Engineering and Technology 2016 Article PeerReviewed text en http://psasir.upm.edu.my/id/eprint/53909/1/Structural%20behavior%20of%20precast%20foamed%20concrete%20sandwich%20panel%20subjected%20vertical%20in-plane%20shear%20loading.pdf Mugahed Amran, Y. H. and Muhammad Rashid, Raizal Saifulnaz and Hejazi, Farzad and Safiee, Nor Azizi and Abang Ali, Abang Abdullah (2016) Structural behavior of precast foamed concrete sandwich panel subjected vertical in-plane shear loading. International Journal of Civil & Environmental Engineering, 10 (6). pp. 705-714. ISSN 2010-3883; ESSN: 2010-3891 https://waset.org/Publications/structural-behavior-of-precast-foamed-concrete-sandwich-panel-subjected-to-vertical-in-plane-shear-loading/10004588 Deflection profiles; Foamed concrete; Load strain relationships; Precast faomed concrete sandwhich panel; Slenderness ratio; Vertical in-plane shear strength capacity |
| spellingShingle | Deflection profiles; Foamed concrete; Load strain relationships; Precast faomed concrete sandwhich panel; Slenderness ratio; Vertical in-plane shear strength capacity Mugahed Amran, Y. H. Muhammad Rashid, Raizal Saifulnaz Hejazi, Farzad Safiee, Nor Azizi Abang Ali, Abang Abdullah Structural behavior of precast foamed concrete sandwich panel subjected vertical in-plane shear loading |
| title | Structural behavior of precast foamed concrete sandwich panel subjected vertical in-plane shear loading |
| title_full | Structural behavior of precast foamed concrete sandwich panel subjected vertical in-plane shear loading |
| title_fullStr | Structural behavior of precast foamed concrete sandwich panel subjected vertical in-plane shear loading |
| title_full_unstemmed | Structural behavior of precast foamed concrete sandwich panel subjected vertical in-plane shear loading |
| title_short | Structural behavior of precast foamed concrete sandwich panel subjected vertical in-plane shear loading |
| title_sort | structural behavior of precast foamed concrete sandwich panel subjected vertical in plane shear loading |
| topic | Deflection profiles; Foamed concrete; Load strain relationships; Precast faomed concrete sandwhich panel; Slenderness ratio; Vertical in-plane shear strength capacity |
| url | http://psasir.upm.edu.my/id/eprint/53909/1/Structural%20behavior%20of%20precast%20foamed%20concrete%20sandwich%20panel%20subjected%20vertical%20in-plane%20shear%20loading.pdf |
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