Probabilistic Capacity Models for Corroding Posttensioning Strands Calibrated Using Laboratory Results-Reference-Cited by-同舟云学术

Probabilistic Capacity Models for Corroding Posttensioning Strands Calibrated Using Laboratory Results

Published:2009-09 Issue:9 Volume:135 Page:906-916
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Gardoni Paolo¹²³⁴⁵,Pillai Radhakrishna G.¹²³⁴⁵,Hueste Mary Beth D.¹²³⁴⁵,Reinschmidt Kenneth¹²³⁴⁵,Trejo David¹²³⁴⁵

Affiliation:

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

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

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

4. 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.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000021

Reference19 articles.

1. Lifetime Performance Analysis of Existing Prestressed Concrete Bridge Superstructures

2. American Concrete Institute (ACI). (2003). “Protection of metals in concrete against corrosion.” ACI 222R-03 Farmington Hills Mich.

3. ASTM. (2006). “Standard specification for steel strand uncoated seven wire for prestressed concrete.” A416/A416M–06 West Conshohocken Pa.

4. Bayesian Inference in Statistical Analysis

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