Interaction between loading, freeze-thaw cycles, and chloride salt attack of concrete with and without steel fiber reinforcement

Cement and Concrete Research

Volumn 32, Issue 7, 2002, Pages 1061-1066

  Mu, Ru ^a   Miao, Changwen ^a   Luo, Xin ^b   Sun, Wei ^b  

^a Jiangsu Institute of Building Science   (China)

^b SOUTHEAST UNIVERSITY   (China)

Author keywords

Chloride; Durability; Fiber reinforcement; Freezing and thawing

Indexed keywords

BENDING (DEFORMATION); DEGRADATION; FIBER REINFORCED MATERIALS; LOADS (FORCES); SUPERCOOLING;

FREEZE-THAW CYCLES; STEEL FIBER;

CONCRETES;

EID: 0036643524     PISSN: 00088846     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0008-8846(02)00746-9     Document Type: Article

References (5)

1. Effect of external loads on the frost-resistant properties of mortar with and without silica fume
2. Damage and damage resistance with different strength grade under double damage factors
3. Damage and damage resistance of high strength concrete under the action of load and freezing-thawing cycles
4. Freeze-thaw durability and deicer salt scaling resistance of a 0.25 water-cement ratio concrete