An experimental investigation on bending stiffness and neutral axis depth variation of over-reinforced high strength concrete beams

Nuclear Engineering and Design

Volumn 241, Issue 6, 2011, Pages 2060-2067

  Mohammadhassani, Mohammad ^a   Jumaat, Mohd Zamin Bin ^a   Chemrouk, Mohamed ^b   Maghsoudi, Ali Akbar ^c   Jameel, Mohammed ^a   Akib, Shatirah ^a  

^a UNIVERSITY OF MALAYA   (Malaysia)

^b UNIVERSITY OF SCIENCES AND TECHNOLOGY HOUARI BOUMEDIENE   (Algeria)

^c SHAHID BAHONAR UNIVERSITY OF KERMAN   (Iran)

Author keywords

[No Author keywords available]

Indexed keywords

BALANCED STEEL; BENDING STIFFNESS; CONCRETE E; CONCRETE STRAIN; DEPTH VARIATION; EXPERIMENTAL INVESTIGATIONS; FAILURE POINTS; HIGH STRENGTH CONCRETES; HIGH-STRENGTH CONCRETE BEAMS; INITIAL YIELDING; LOADING PROCESS; MODULUS OF ELASTICITY; MOMENT OF INERTIA; NEUTRAL AXIS; TENSION REINFORCEMENT;

HIGH STRENGTH STEEL; REINFORCEMENT; STIFFNESS;

CONCRETE BEAMS AND GIRDERS;

EID: 79957674374     PISSN: 00295493     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.nucengdes.2011.02.022     Document Type: Article

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