Impact of new ACI 318 flexural resistance factor on bond failures

Journal of Structural Engineering

Volumn 130, Issue 1, 2004, Pages 138-146

  Scollard, Christopher R ^a,b   Bartlett, F Michael ^b  

^a Buckland and Taylor Ltd   (United States)

^b UNIVERSITY OF WESTERN ONTARIO   (Canada)

Author keywords

Bonding; Concrete, reinforced; Failure; Flexual strength; Monte Carlo method

Indexed keywords

BARS (METAL); BENDING STRENGTH; COMPACTION; COMPUTER SIMULATION; FAILURE (MECHANICAL); MONTE CARLO METHODS; PROBABILITY; STRAIN HARDENING; STRUCTURAL LOADS; SURFACE TENSION;

BOND FAILURES; COMPRESSION-CONTROLLED SECTIONS; FLEXURAL RESISTANCE FACTORS; STEEL REINFORCEMENT;

REINFORCED CONCRETE;

EID: 13844257055     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2004)130:1(138)     Document Type: Article

References (14)

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