Influence of Chemical Admixtures on Expansive Behavior and Mechanical Properties of K-Type Self-Stressing Concrete in CFST Systems

Author:

Carballosa Pedro1ORCID,García Calvo José Luis2,Fernández-Escandón Alfredo3

Affiliation:

1. Materials Engineer, Concrete Laboratory Unity, Institute for Construction Sciences Eduardo Torroja, Spanish National Research Council (CSIC), Serrano Galvache 4, Madrid 28033, Spain (corresponding author). ORCID: .

2. Head of Concrete Laboratory Unity, Dept. of Environmental Sciences, Institute for Construction Sciences Eduardo Torroja, Spanish National Research Council (CSIC), Serrano Galvache 4, Madrid 28033, Spain.

3. Technical Mining Engineer, Concrete Laboratory Unity, Institute for Construction Sciences Eduardo Torroja, Spanish National Research Council (CSIC), Serrano Galvache 4, Madrid 28033, Spain.

Publisher

American Society of Civil Engineers (ASCE)

Reference32 articles.

1. The influence of C4A3S̄ content and ratio on the performance of calcium sulfoaluminate-based cements

2. Curing effects on expansion and mechanical behavior of expansive cement concrete;Bertero V. V.;ACI J.,1967

3. Bertero, V. V., and M. Polivka. 1964. Effect of degree of restraint on mechanical behavior of expansive concrete, 797–815. West Conshohocken, PA: ASTM.

4. Behavior of FRP-Steel Confined Concrete Tubular Columns Made of Expansive Self-Consolidating Concrete under Axial Compression

5. Influence of expansive calcium sulfoaluminate agent dosage on properties and microstructure of expansive self-compacting concretes

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