Probabilistic Models for the Tensile Strength of Corroding Strands in Posttensioned Segmental Concrete Bridges-Reference-Cited by-同舟云学术

Probabilistic Models for the Tensile Strength of Corroding Strands in Posttensioned Segmental Concrete Bridges

Published:2010-10 Issue:10 Volume:22 Page:967-977
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Pillai Radhakrishna G.¹²³⁴⁵,Gardoni Paolo¹²³⁴⁵,Trejo David¹²³⁴⁵,Hueste Mary Beth D.¹²³⁴⁵,Reinschmidt Kenneth F.¹²³⁴⁵

Affiliation:

1. Graduate Student, Zachry Dept. of Civil Engineering, Texas A&M Univ., 3136 TAMU, College Station, TX 77843-3136 (corresponding author).

2. Associate Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., 3136 TAMU, College Station, TX 77843-3136.

3. Zachry Career Development Professor I, Zachry Dept. of Civil Engineering, Texas A&M Univ., 3136 TAMU, College Station, TX 77843-3136.

4. E.B. Snead II Associate Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., 3136 TAMU, College Station, TX 77843-3136.

5. J. L. Frank/Marathon Ashland Petroleum LLC Chair in Engineering, Project Management Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., 3136 TAMU, College Station, TX 77843-3136.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000096

Reference25 articles.

1. ACI. (2003). “222R-03—Protection of metals in concrete against corrosion.” ACI Communication 222 Document No. 22203 American Concrete Institute Detroit.

2. Lifetime Performance Analysis of Existing Prestressed Concrete Bridge Superstructures

3. ASTM. (2006). “Standard specification for steel strand uncoated seven-wire for prestressed concrete.” ASTM A416 West Conshohocken Pa.

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