Full-scale experimental investigation of wire breakage detection in deviated multi-strand tendon systems

Author:

Abdullah A. B. M.,Rice Jennifer A.,Brenkus Natassia R.,Hamilton H. R.

Funder

Florida Department of Transportation

Publisher

Springer Science and Business Media LLC

Subject

Safety, Risk, Reliability and Quality,Civil and Structural Engineering

Reference30 articles.

1. Corven Engineering (2002) “New directions for Florida post-tensioned bridges: vol. 1: Post-tensioning in Florida bridges.” Technical Rep. Prepared for Florida Dept. of Transportation (FDOT), Tallahassee, FL

2. Abdullah ABM, Rice JA, Hamilton HR (2015) Wire breakage detection using relative strain variation in unbonded posttensioning anchors. J Bridge Eng 20(1):04014056. doi: 10.1061/(ASCE)BE.1943-5592.0000639

3. Abdullah ABM, Rice JA, Hamilton HR (2015) A strain-based wire breakage identification algorithm for unbonded PT tendons. Smart Struct Syst 16(3):415–433. doi: 10.12989/sss.2015.16.3.415

4. Abdullah ABM, Rice JA, Hamilton HR, Consolazio GR (2015) Damage identification in unbonded tendons for post-tensioned bridges. In: 6th international conference on advances in experimental structural engineering, 11th international workshop on advanced smart materials and smart structures technology, University of Illinois, Urbana, IL, 1–2 August 2015

5. Abdullah ABM, Rice JA, Hamilton HR (2014) A damage detection model for unbonded post-tensioning tendons based on relative strain variation in multi-strand anchors. Proc. SPIE Smart Structures/NDE 2014, Vol. 9061, San Diego, CA

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