Experimental Study on Damage Evolution Model of Freeze–Thaw Mortar under Different Strain Rates-Reference-Cited by-同舟云学术

Experimental Study on Damage Evolution Model of Freeze–Thaw Mortar under Different Strain Rates

Published:2022-05 Issue:5 Volume:34 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Luo Yi¹^ORCID,Gong Hangli²,Qu Dengxing³,Li Xinping⁴,Huang Junhong⁵,Deng Yunchen⁶

Affiliation:

1. Associate Professor, Hubei Key Laboratory of Roadway Bridge and Structure Engineering, Wuhan Univ. of Technology, Wuhan 430070, China; Associate Professor, Sanya Science and Education Innovation Park, Wuhan Univ. of Technology, Sanya 572024, China. ORCID: .

2. Ph.D. Candidate, School of Civil Engineering and Architecture, Wuhan Univ. of Technology, Wuhan 430070, China; Ph.D. Candidate, Sanya Science and Education Innovation Park, Wuhan Univ. of Technology, Sanya 572024, China.

3. Postdoctoral, School of Safety Science and Emergency Management, Wuhan Univ. of Technology, Wuhan 430070, China (corresponding author).

4. Professor, Hubei Key Laboratory of Roadway Bridge and Structure Engineering, Wuhan Univ. of Technology, Wuhan 430070, China; Professor, Sanya Science and Education Innovation Park, Wuhan Univ. of Technology, Sanya 572024, China.

5. Postdoctoral, School of Safety Science and Emergency Management, Wuhan Univ. of Technology, Wuhan 430070, China.

6. Postgraduate, School of Civil Engineering and Architecture, Wuhan Univ. of Technology, Wuhan 430070, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0004185

Reference30 articles.

1. Long-Term Behavior and Durability of Alkali-Activated Clay Mortars

2. Mechanical Properties and Freeze-Thaw Durability of Strengthening Mortars

3. Research on the freeze-thaw cyclic test and damage model of Aeolian sand lightweight aggregate concrete

4. Change of the Coefficient of Thermal Expansion of Mortar Due to Damage by Freeze Thaw Cycles

5. Pores evolution and characterization of hardened cement mortar with different water/cement ratios under capillary suction of deicing solution freeze-thaw action;Han J. W.;J. Ceram. Soc.,2020

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