Experimental investigation to compare the modulus of rupture in high strength self compacting concrete deep beams and high strength concrete normal beams

This paper investigates and compares the cracking moment and modulus of rupture in deep and normal beams. Eight high-strength-self-compacting concrete (HSSCC) deep beams and nine high-strength concrete (HSC) normal beams are casted and tested. The results from ACI 318-95 and CSA-94 codes show the di...

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Main Authors: Mohammadhassani, M., Jumaat, Mohd Zamin, Jameel, M.
Format: Article
Published: Elsevier 2012
Subjects:
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author Mohammadhassani, M.
Jumaat, Mohd Zamin
Jameel, M.
author_facet Mohammadhassani, M.
Jumaat, Mohd Zamin
Jameel, M.
author_sort Mohammadhassani, M.
collection UM
description This paper investigates and compares the cracking moment and modulus of rupture in deep and normal beams. Eight high-strength-self-compacting concrete (HSSCC) deep beams and nine high-strength concrete (HSC) normal beams are casted and tested. The results from ACI 318-95 and CSA-94 codes show the discrepancies in values of modulus of rupture for HSSCC deep and normal beams. These differences are due to non-consideration of load transfer mechanism in deep beams and high strength of concrete. Based on the present study ACI 318-95 is recommended for calculating modulus-of-rupture in HSSCC deep beams whereas CSA-94 is suggested for HSC normal beams.
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spelling um.eprints-58842019-08-07T09:08:37Z http://eprints.um.edu.my/5884/ Experimental investigation to compare the modulus of rupture in high strength self compacting concrete deep beams and high strength concrete normal beams Mohammadhassani, M. Jumaat, Mohd Zamin Jameel, M. TA Engineering (General). Civil engineering (General) This paper investigates and compares the cracking moment and modulus of rupture in deep and normal beams. Eight high-strength-self-compacting concrete (HSSCC) deep beams and nine high-strength concrete (HSC) normal beams are casted and tested. The results from ACI 318-95 and CSA-94 codes show the discrepancies in values of modulus of rupture for HSSCC deep and normal beams. These differences are due to non-consideration of load transfer mechanism in deep beams and high strength of concrete. Based on the present study ACI 318-95 is recommended for calculating modulus-of-rupture in HSSCC deep beams whereas CSA-94 is suggested for HSC normal beams. Elsevier 2012 Article PeerReviewed Mohammadhassani, M. and Jumaat, Mohd Zamin and Jameel, M. (2012) Experimental investigation to compare the modulus of rupture in high strength self compacting concrete deep beams and high strength concrete normal beams. Construction and Building Materials, 30. pp. 265-273. ISSN 0950-0618, DOI https://doi.org/10.1016/j.conbuildmat.2011.12.004 <https://doi.org/10.1016/j.conbuildmat.2011.12.004>. https://doi.org/10.1016/j.conbuildmat.2011.12.004 doi:10.1016/j.conbuildmat.2011.12.004
spellingShingle TA Engineering (General). Civil engineering (General)
Mohammadhassani, M.
Jumaat, Mohd Zamin
Jameel, M.
Experimental investigation to compare the modulus of rupture in high strength self compacting concrete deep beams and high strength concrete normal beams
title Experimental investigation to compare the modulus of rupture in high strength self compacting concrete deep beams and high strength concrete normal beams
title_full Experimental investigation to compare the modulus of rupture in high strength self compacting concrete deep beams and high strength concrete normal beams
title_fullStr Experimental investigation to compare the modulus of rupture in high strength self compacting concrete deep beams and high strength concrete normal beams
title_full_unstemmed Experimental investigation to compare the modulus of rupture in high strength self compacting concrete deep beams and high strength concrete normal beams
title_short Experimental investigation to compare the modulus of rupture in high strength self compacting concrete deep beams and high strength concrete normal beams
title_sort experimental investigation to compare the modulus of rupture in high strength self compacting concrete deep beams and high strength concrete normal beams
topic TA Engineering (General). Civil engineering (General)
work_keys_str_mv AT mohammadhassanim experimentalinvestigationtocomparethemodulusofruptureinhighstrengthselfcompactingconcretedeepbeamsandhighstrengthconcretenormalbeams
AT jumaatmohdzamin experimentalinvestigationtocomparethemodulusofruptureinhighstrengthselfcompactingconcretedeepbeamsandhighstrengthconcretenormalbeams
AT jameelm experimentalinvestigationtocomparethemodulusofruptureinhighstrengthselfcompactingconcretedeepbeamsandhighstrengthconcretenormalbeams