Experimental and Numerical Evaluation of Unbonded Posttensioning Tendons Subjected to Wire Breaks-Reference-Cited by-同舟云学术

Experimental and Numerical Evaluation of Unbonded Posttensioning Tendons Subjected to Wire Breaks

Author:

Abdullah A. B. M.¹,Rice Jennifer A.²,Hamilton H. R.³,Consolazio Gary R.⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Coastal Engineering, Univ. of Florida, Gainesville, FL 32611 (corresponding author).

2. Assistant Professor, Dept. of Civil and Coastal Engineering, Univ. of Florida, Gainesville, FL 32611.

3. Professor, Dept. of Civil and Coastal Engineering, Univ. of Florida, Gainesville, FL 32611.

4. Associate Professor, Dept. of Civil and Coastal Engineering, Univ. of Florida, Gainesville, FL 32611.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

Reference39 articles.

1. Abaqus [Computer software]. SIMULIA Providence RI.

2. Wire breakage detection using relative strain variation in unbonded posttensioning anchors;Abdullah A. B. M.;J. Bridge Eng.,2014

Cited by 19 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献