Influence of Loading Ages on the Early Age Tensile Creep of High-Strength Concrete Modified with Superabsorbent Polymers

Author:

Shen Dejian1ORCID,Li Chengcai2,Kang Jiacheng2,Liu Kaiqi2,Liu Ci2,Li Ming3ORCID

Affiliation:

1. Professor, College of Civil and Transportation Engineering, Hohai Univ., No. 1, Xikang Rd., Nanjing 210098, China; Deputy Director, Jiangsu Engineering Research Center for Crack Control in Concrete, No. 1, Xikang Rd., Nanjing 210098, China (corresponding author). ORCID: .

2. Research Student, College of Civil and Transportation Engineering, Hohai Univ., No. 1, Xikang Rd., Nanjing 210098, China.

3. Research Student, College of Civil and Transportation Engineering, Hohai Univ., No. 1, Xikang Rd., Nanjing 210098, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference79 articles.

1. Tensile creep of concrete at early age;Al-Manaseer A.;ACI Mater. J.,2018

2. Creep, shrinkage, and cracking of restrained concrete at early age;Altoubat S. A.;ACI Mater. J.,2001

3. Tensile basic creep: Measurements and behavior at early age;Altoubat S. A.;ACI Mater. J.,2001

4. Tensile creep and shrinkage of SAP modified concrete

5. Barrett T. J. I. De la Varga and W. J. Weiss. 2012. “Reducing cracking in concrete structures by using internal curing with high volumes of fly ash.” In Proc. Structures Congress: Design of Concrete Bridges with Innovative Materials 699–707. Reston VA: ASCE.

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