Effects of Mixed Corrosion, Freeze-Thaw Cycles, and Persistent Loads on Behavior of Reinforced Concrete Beams-Reference-Cited by-同舟云学术

Effects of Mixed Corrosion, Freeze-Thaw Cycles, and Persistent Loads on Behavior of Reinforced Concrete Beams

Published:2011-03 Issue:1 Volume:25 Page:37-52
ISSN:0887-381X
Container-title:Journal of Cold Regions Engineering
language:en
Short-container-title:J. Cold Reg. Eng.

Author:

Diao Bo¹²³⁴,Sun Yang¹²³⁴,Cheng Shaohong¹²³⁴,Ye Yinghua¹²³⁴

Affiliation:

1. Professor, Dept. of Civil Engineering, Beihang Univ., Beijing 100191 (corresponding author).

2. Ph.D. Student, Dept. of Civil Engineering, Beihang Univ., Beijing 100191.

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Windsor, Windsor, Ontario, Canada, N9B 3P4.

4. Professor, Dept. of Civil Engineering, Beihang Univ., Beijing 100191.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CR.1943-5495.0000019

Reference13 articles.

1. Steel-Reinforced Concrete Structures

2. Stress-Strain Relationship of Frost-Damaged Concrete Subjected to Fatigue Loading

3. Modeling the transport of multiple corrosive chemicals in concrete structures: Synergetic effect study

4. Ministry of Urban and Rural Construction and Environmental Protection. (1985). “Experimental methods of long-term and durability of common concrete.” GBJ82-85 Beijing.

5. Cyclic Response of Reinforced Concrete Members at Low Temperatures

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