Computational analysis on flexural behavior of precast aerated concrete panel incorporating polypropylene fiber
Precast system has great advantages in terms of its speed of construction, strength and durability. In this research, Precast Lightweight Aerated Concrete Panel, PACP, incorporating polypropylene fibers were utilized and tested to analyze its structural behavior under flexural load. Finite element a...
| Main Authors: | , , , , , , |
|---|---|
| Format: | Article |
| Published: |
Science Publishing Corporation
2018
|
| Subjects: | |
| Online Access: | http://eprints.uthm.edu.my/3935/ |
| _version_ | 1848888151390552064 |
|---|---|
| author | Mohamad, Noridah Lakhiar, Muhammad Tahir Mansor, Mohamad Syafiq Koh, Heng Boon Ahmed Jhatial, Ashfaque Abdul Samad, Abdul Aziz Goh, Wan Inn |
| author_facet | Mohamad, Noridah Lakhiar, Muhammad Tahir Mansor, Mohamad Syafiq Koh, Heng Boon Ahmed Jhatial, Ashfaque Abdul Samad, Abdul Aziz Goh, Wan Inn |
| author_sort | Mohamad, Noridah |
| building | UTHM Institutional Repository |
| collection | Online Access |
| description | Precast system has great advantages in terms of its speed of construction, strength and durability. In this research, Precast Lightweight Aerated Concrete Panel, PACP, incorporating polypropylene fibers were utilized and tested to analyze its structural behavior under flexural load. Finite element analysis (FEA) using LUSAS software was utilized to simulate the PACP models under flexure load adopting nonlinear and transient analysis. The dimension of PACP panel was 200mm thickness, 500mm breadth, 1400 mm length. The FEA results were com-pared to theoretical results in terms of the panel’s ultimate load. Different thicknesses and reinforcement diameters were utilized in the FEM simulations to determine the optimum values for both parameters which confirm the stability of the panel. The outcomes demonstrated that 300 mm thickness is the optimum thickness while 12 mm diameter was the optimum size of reinforcement in the PACP panel. |
| first_indexed | 2025-11-15T20:05:43Z |
| format | Article |
| id | uthm-3935 |
| institution | Universiti Tun Hussein Onn Malaysia |
| institution_category | Local University |
| last_indexed | 2025-11-15T20:05:43Z |
| publishDate | 2018 |
| publisher | Science Publishing Corporation |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | uthm-39352021-11-22T07:11:04Z http://eprints.uthm.edu.my/3935/ Computational analysis on flexural behavior of precast aerated concrete panel incorporating polypropylene fiber Mohamad, Noridah Lakhiar, Muhammad Tahir Mansor, Mohamad Syafiq Koh, Heng Boon Ahmed Jhatial, Ashfaque Abdul Samad, Abdul Aziz Goh, Wan Inn TA401-492 Materials of engineering and construction. Mechanics of materials TH1000-1725 Systems of building construction. Including fireproof construction, concrete construction Precast system has great advantages in terms of its speed of construction, strength and durability. In this research, Precast Lightweight Aerated Concrete Panel, PACP, incorporating polypropylene fibers were utilized and tested to analyze its structural behavior under flexural load. Finite element analysis (FEA) using LUSAS software was utilized to simulate the PACP models under flexure load adopting nonlinear and transient analysis. The dimension of PACP panel was 200mm thickness, 500mm breadth, 1400 mm length. The FEA results were com-pared to theoretical results in terms of the panel’s ultimate load. Different thicknesses and reinforcement diameters were utilized in the FEM simulations to determine the optimum values for both parameters which confirm the stability of the panel. The outcomes demonstrated that 300 mm thickness is the optimum thickness while 12 mm diameter was the optimum size of reinforcement in the PACP panel. Science Publishing Corporation 2018 Article PeerReviewed Mohamad, Noridah and Lakhiar, Muhammad Tahir and Mansor, Mohamad Syafiq and Koh, Heng Boon and Ahmed Jhatial, Ashfaque and Abdul Samad, Abdul Aziz and Goh, Wan Inn (2018) Computational analysis on flexural behavior of precast aerated concrete panel incorporating polypropylene fiber. International Journal of Engineering and Technology, 7 (3.4). pp. 209-212. ISSN 2227-524X https://doi.org/10.14419/ijet.v7i3.4.16776 |
| spellingShingle | TA401-492 Materials of engineering and construction. Mechanics of materials TH1000-1725 Systems of building construction. Including fireproof construction, concrete construction Mohamad, Noridah Lakhiar, Muhammad Tahir Mansor, Mohamad Syafiq Koh, Heng Boon Ahmed Jhatial, Ashfaque Abdul Samad, Abdul Aziz Goh, Wan Inn Computational analysis on flexural behavior of precast aerated concrete panel incorporating polypropylene fiber |
| title | Computational analysis on flexural behavior of precast aerated concrete panel incorporating polypropylene fiber |
| title_full | Computational analysis on flexural behavior of precast aerated concrete panel incorporating polypropylene fiber |
| title_fullStr | Computational analysis on flexural behavior of precast aerated concrete panel incorporating polypropylene fiber |
| title_full_unstemmed | Computational analysis on flexural behavior of precast aerated concrete panel incorporating polypropylene fiber |
| title_short | Computational analysis on flexural behavior of precast aerated concrete panel incorporating polypropylene fiber |
| title_sort | computational analysis on flexural behavior of precast aerated concrete panel incorporating polypropylene fiber |
| topic | TA401-492 Materials of engineering and construction. Mechanics of materials TH1000-1725 Systems of building construction. Including fireproof construction, concrete construction |
| url | http://eprints.uthm.edu.my/3935/ http://eprints.uthm.edu.my/3935/ |