High-Early Strength Concrete with Polypropylene Fibers as Cost-Effective Alternative for Field-Cast Connections of Precast Elements in Accelerated Bridge Construction

Author:

Casanova Maximilian1,Clauson Christopher2ORCID,Ebrahimpour Arya3,Mashal Mustafa4ORCID

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Idaho State Univ., Pocatello, ID 83209.

2. Graduate Student, Dept. of Civil and Environmental Engineering, Idaho State Univ., Pocatello, ID 83209. ORCID: .

3. Professor, Dept. of Civil and Environmental Engineering, Idaho State Univ., Pocatello, ID 83209.

4. Assistant Professor, Dept. of Civil and Environmental Engineering, Idaho State Univ., Pocatello, ID 83209 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference19 articles.

1. Ahmed S. I. A. Bukhari J. I. Siddiqui and S. A. Qureshi. 2006. “A study on properties of polypropylene fiber reinforced concrete.” In Proc. 31st Conf. on Our World in Concrete and Structures. Singapore: CI-premier Pte.

2. Influence of polypropylene fiber geometry on plastic shrinkage cracking in concrete

3. Influence of substrate moisture state and roughness on interface microstructure and bond strength: Slant shear vs. pull-off testing

4. Casanova M. 2018. “Mechanical properties of high early strength concrete with polypropylene fibers for field-cast connections of bridge precast elements.” M.S. thesis Dept. of Civil and Environmental Engineering Idaho State Univ.

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