Predicting Strand Transfer Length in Pretensioned Concrete: Eurocode versus North American Practice-Reference-Cited by-同舟云学术

Predicting Strand Transfer Length in Pretensioned Concrete: Eurocode versus North American Practice

Published:2013-12 Issue:12 Volume:18 Page:1270-1280
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Martí-Vargas José R.¹,Hale W. Micah²

Affiliation:

1. Associate Professor, Institute of Concrete Science and Technology (ICITECH), Universitat Politècnica de València, 4G, Camino de Vera s/n, 46022 Valencia, Spain (corresponding author).

2. Professor, Dept. of Civil Engineering, 4190 Bell Engineering Center, Univ. of Arkansas, Fayetteville, AR 72701.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000456

Reference40 articles.

1. An assurance criterion for flexural bond in pretensioned hollow core units;Anderson A. R.;ACI J. Proc.,1976

2. Experimental assessment of factors affecting transfer length;Barnes R. W.;ACI Struct. J.,2003

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