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.
Full text not available from this repository.Abstract
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.
| Item Type: | Article |
|---|---|
| Funders: | UNSPECIFIED |
| Additional Information: | 914YR Times Cited:1 Cited References Count:39 |
| Uncontrolled Keywords: | Deep beams, First cracking, Modulus of rupture, Normal beams, Cracking moment, Deep beam, Experimental investigations, High strength, High strength concretes, Load transfer mechanism, Self compacting concrete, Materials properties, Construction equipment. |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Faculty of Engineering |
| Depositing User: | Mr Jenal S |
| Date Deposited: | 22 Apr 2013 01:50 |
| Last Modified: | 07 Aug 2019 09:08 |
| URI: | http://eprints.um.edu.my/id/eprint/5884 |
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