Bond Characterization of 17.8-mm (0.7-in.) Diameter Prestressing Strand

Author:

Alabdulkarim Abdullah1ORCID,Harries Kent A.2ORCID,Tamayo Carlos3,Shahrooz Bahram M.4,Miller Richard A.5ORCID,Castrodale Reid W.6

Affiliation:

1. Assistant Professor, King Saud Univ., Riyadh 4545, KSA; formerly, Graduate Student, Univ. of Pittsburgh, Pittsburgh, PA 15260. ORCID: .

2. Professor, Univ. of Pittsburgh, Pittsburgh, PA 15260 (corresponding author). ORCID: .

3. Jedson Engineering, formerly, Graduate Student, Univ. of Cincinnati, Cincinnati, OH 45202.

4. Professor, Univ. of Cincinnati, Cincinnati, OH 45221.

5. Professor, Univ. of Cincinnati, Cincinnati, OH 45221. ORCID: .

6. Castrodale Engineering Consultants, Concord, NC 28025.

Publisher

American Society of Civil Engineers (ASCE)

Reference34 articles.

1. AASHTO. 2020. AASHTO LRFD bridge design specifications. 9th ed. Washington, DC: AASHTO.

2. ABAQUS. 2011. ABAQUS analysis user’s manual, vol. III: Materials. Providence, RI: SIMULIA.

3. ACI (American Concrete Institute). 1963. Building code requirements for reinforced concrete. ACI Committee 318. ACI 318R-63. Detroit, MI: ACI.

4. ACI (American Concrete Institute). 2012. Bond and development length of straight reinforcing bars in tension. ACI 408-03. Farmington Hills, MI: ACI.

5. ASTM. 2015a. Standard specification for low-relaxation, seven-wire steel strand for prestressed concrete. ASTM A416-15. West Conshohocken, PA: ASTM.

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