Mechanism and Theoretical Calculations of Buttress Anti-Slide Pile
p.713
p.713
Nonlinear Analysis on Static Behaviors of New All-Bolted Beam-to-Column Connections for Concrete-Fillled Square Steel Tube
p.718
p.718
Numerical Simulation Analysis of Auxiliary-Rod Force for Tower
p.722
p.722
Numerical Simulation of One-Way Reinforced Concrete Slabs Subjected to Blast Loadings
p.726
p.726
Performance of Different Corrosion Ratio RC Beams under Fatigue Load
p.731
p.731
Primary Analysis of Concrete-Filled Steel Tubular Slender Columns with Elliptical Section under Axial Compression
p.736
p.736
Probabilistic Model of Corrosion in Reinforced Concrete Structures Considering Coupling Effects of Influence Factors
p.740
p.740
Reinforcement and Repair Pressure Pipeline With CFRP
p.746
p.746
Reinforcement and Replacement Technology on Members and Roof Purlin of a Space Grid Structure after Snowstorm Disaster
p.750
p.750
Performance of Different Corrosion Ratio RC Beams under Fatigue Load
Abstract:
For investigating the stiffness changes on reinforced concrete beam at different level of corrosion after fatigue, a group of RC beams were designed with different corrosion ratio, and fatigue test was carried on these specimens. The deflection, strain and crack of these specimens were analyzed in fatigue loading. The results indicate that the effect of corrosion ratio on fatigue performance of RC beams is very obviously.
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Periodical:
Advanced Materials Research (Volumes 671-674)
Pages:
731-735
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Online since:
March 2013
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© 2013 Trans Tech Publications Ltd. All Rights Reserved
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