Behaviour of reinforced concrete beam under dynamic loading / Sharul Azman Shamsuddin

The increase in use of High Strength Concrete (HSC) in modem construction is tremendously high. Thus its behaviour need to be understood clearly . The behaviour of High Strength Concrete beam (RC beam) under dynamic loading with respect to the serviceability and ultimate limits had been studied. Fou...

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Format: Student Project
Language:English
Published: Faculty of Civil Engineering 1997
Subjects:
Online Access:https://ir.uitm.edu.my/id/eprint/18125/
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building UiTM Institutional Repository
collection Online Access
description The increase in use of High Strength Concrete (HSC) in modem construction is tremendously high. Thus its behaviour need to be understood clearly . The behaviour of High Strength Concrete beam (RC beam) under dynamic loading with respect to the serviceability and ultimate limits had been studied. Four numbers of High Strength Concrete (HSC) beams of size 125 mm x 150mm x 1400 mm had been casted with four nos . longitunal reinforcement ( bottom 2T16 and top 2R6 ) together with R6 stirrup at 80 mm c/c spacing . One of the beam is loadedwith static loading conditions and tested until failure in order to achieve the yield strength of the beam . For testing under dynamic load , two number of beams was tested under repeated load with 50% maximum and 30% min (mean load 40%) of yield load (110.405 kN ). A Sinusoidal wave pattern were used with 3 million cycles and 9 million cycles . Parameter investigate include . deflection , crack pattern and ultimate load .
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format Student Project
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institution Universiti Teknologi MARA
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publishDate 1997
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spelling uitm-181252017-10-31T07:35:19Z https://ir.uitm.edu.my/id/eprint/18125/ Behaviour of reinforced concrete beam under dynamic loading / Sharul Azman Shamsuddin Reinforced concrete The increase in use of High Strength Concrete (HSC) in modem construction is tremendously high. Thus its behaviour need to be understood clearly . The behaviour of High Strength Concrete beam (RC beam) under dynamic loading with respect to the serviceability and ultimate limits had been studied. Four numbers of High Strength Concrete (HSC) beams of size 125 mm x 150mm x 1400 mm had been casted with four nos . longitunal reinforcement ( bottom 2T16 and top 2R6 ) together with R6 stirrup at 80 mm c/c spacing . One of the beam is loadedwith static loading conditions and tested until failure in order to achieve the yield strength of the beam . For testing under dynamic load , two number of beams was tested under repeated load with 50% maximum and 30% min (mean load 40%) of yield load (110.405 kN ). A Sinusoidal wave pattern were used with 3 million cycles and 9 million cycles . Parameter investigate include . deflection , crack pattern and ultimate load . Faculty of Civil Engineering 1997 Student Project NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/18125/1/PPb_SHAHRUL%20AZMAN%20SHAMSUDDIN%20EC%2097_5.pdf UNSPECIFIED (1997) Behaviour of reinforced concrete beam under dynamic loading / Sharul Azman Shamsuddin. (1997) [Student Project] <http://terminalib.uitm.edu.my/18125.pdf> (Unpublished)
spellingShingle Reinforced concrete
Behaviour of reinforced concrete beam under dynamic loading / Sharul Azman Shamsuddin
title Behaviour of reinforced concrete beam under dynamic loading / Sharul Azman Shamsuddin
title_full Behaviour of reinforced concrete beam under dynamic loading / Sharul Azman Shamsuddin
title_fullStr Behaviour of reinforced concrete beam under dynamic loading / Sharul Azman Shamsuddin
title_full_unstemmed Behaviour of reinforced concrete beam under dynamic loading / Sharul Azman Shamsuddin
title_short Behaviour of reinforced concrete beam under dynamic loading / Sharul Azman Shamsuddin
title_sort behaviour of reinforced concrete beam under dynamic loading / sharul azman shamsuddin
topic Reinforced concrete
url https://ir.uitm.edu.my/id/eprint/18125/