Flexural behavior of high strength fly ash concrete beams
作者:
Chien‐Hung Lin,
Feng‐Sheng Ling,
Chao‐Lung Hwang,
期刊:
Journal of the Chinese Institute of Engineers
(Taylor Available online 1992)
卷期:
Volume 15,
issue 1
页码: 85-92
ISSN:0253-3839
年代: 1992
DOI:10.1080/02533839.1992.9677392
出版商: Taylor & Francis Group
关键词: beam;concrete;flexural behavior;fly ash;high strength
数据来源: Taylor
摘要:
The minimum void concept was used to proportionhigh strength fly ash concrete.Numerous trial batches were made to determine the optimum mix proportion. Nine beams were cast from optimum mix to investigate theflexural behaviorof this type of concrete. The requirements specified in current ACI 318 for modulus of elasticity of concrete, modulus of rupture of concrete, flexural strength of beam sections, effective moment of inertia of flexural members, maximum tension reinforcement ratio and minimum tension reinforcement for seismic design were examined for their application to high strength fly ash concrete.
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