Equivalent Crack, Fracture Size Effect, and Cohesive Stress Zone of Plain Concrete under Quasi-Static and Variable High-Cycle Fatigue Loading-Reference-Cited by-同舟云学术

Equivalent Crack, Fracture Size Effect, and Cohesive Stress Zone of Plain Concrete under Quasi-Static and Variable High-Cycle Fatigue Loading

Author:

Brake Nicholas Andres¹^ORCID,Chatti Karim²

Affiliation:

1. Assistant Professor, Lamar Univ., Beaumont, TX 77710 (corresponding author). ORCID: .

2. Professor, Michigan State Univ., East Lansing, MI 48824.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference42 articles.

2. ASTM. (2004). “Standard test method for splitting tensile strength of cylindrical concrete specimens.” ASTM C496/C496M West Conshohocken PA.

3. ASTM. (2015). “Standard test method for slump of hydraulic-cement concrete.” ASTM C143/C143M West Conshohocken PA.

4. ASTM. (2016a). “Standard specification for air-entraining admixtures for concrete.” ASTM C260/C260M West Conshohocken PA.

5. ASTM. (2016b). “Standard specification for chemical admixtures for concrete.” ASTM C494/C494M West Conshohocken PA.

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