A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Load Bearing Capacity Analysis for RC Slab Strengthened Externally with CFRP Plates
This research is focused on the investigation of the effectiveness of Carbon Fiber Reinforced Polymer (CFRP) plate to strengthen the slab in Sekolah Kebangsaan Chengal Lempong which is located in Kuantan. The school project had been abandoned for five years due to construction contract termination. The compressive strength and conditions of existing Reinforced Concrete (RC) slab were investigated using destructive and non-destructive tests. The result of the investigation showed a reduction in the value of concrete compressive strength in several slabs. The authorities have decided to repair the particular slab by using the CFRP plate strengthening method. In this study, the critical slab was identified and redesign according to the data obtained from the investigation of the existing structure. The slab was modeled using Orion software according to BS8110. The critical slab was re-analyzed using the Finite Element method to investigate the behavior of slab strengthened with CFRP in accordance to load-carrying capacity.
Load Bearing Capacity Analysis for RC Slab Strengthened Externally with CFRP Plates
This research is focused on the investigation of the effectiveness of Carbon Fiber Reinforced Polymer (CFRP) plate to strengthen the slab in Sekolah Kebangsaan Chengal Lempong which is located in Kuantan. The school project had been abandoned for five years due to construction contract termination. The compressive strength and conditions of existing Reinforced Concrete (RC) slab were investigated using destructive and non-destructive tests. The result of the investigation showed a reduction in the value of concrete compressive strength in several slabs. The authorities have decided to repair the particular slab by using the CFRP plate strengthening method. In this study, the critical slab was identified and redesign according to the data obtained from the investigation of the existing structure. The slab was modeled using Orion software according to BS8110. The critical slab was re-analyzed using the Finite Element method to investigate the behavior of slab strengthened with CFRP in accordance to load-carrying capacity.
Load Bearing Capacity Analysis for RC Slab Strengthened Externally with CFRP Plates
Lecture Notes in Civil Engineering
Mohd Zuki, Sharifah Salwa (editor) / Mokhatar, Shahrul Niza (editor) / Shahidan, Shahiron (editor) / Bin Wan Ibrahim, Mohd Haziman (editor) / Amin, N. M. (author) / Naha, N. E. (author) / Kudus, S. A. (author) / Jamadin, A. (author)
2021-05-26
12 pages
Article/Chapter (Book)
Electronic Resource
English
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