Over-pressure test on BARCOM pre-stressed concrete containment

Bhabha Atomic Research Centre (BARC), Trombay has organized an International Round Robin Analysis program to carry out the ultimate load capacity assessment of BARC Containment (BARCOM) test model. The test model located in BARC facilities Tarapur; is a 1:4 scale representation of 540MWe Pressurized...

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Veröffentlicht in:Nuclear engineering and design 2014-04, Vol.269, p.177-183
Hauptverfasser: Parmar, R.M., Singh, Tarvinder, Thangamani, I., Trivedi, Neha, Singh, Ram Kumar
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container_end_page 183
container_issue
container_start_page 177
container_title Nuclear engineering and design
container_volume 269
creator Parmar, R.M.
Singh, Tarvinder
Thangamani, I.
Trivedi, Neha
Singh, Ram Kumar
description Bhabha Atomic Research Centre (BARC), Trombay has organized an International Round Robin Analysis program to carry out the ultimate load capacity assessment of BARC Containment (BARCOM) test model. The test model located in BARC facilities Tarapur; is a 1:4 scale representation of 540MWe Pressurized Heavy Water Reactor (PHWR) pre-stressed concrete inner containment structure of Tarapur Atomic Power Station (TAPS) unit 3&4. There are a large number of sensors installed in BARCOM that include vibratory wire strain gauges of embedded and spot-welded type, surface mounted electrical resistance strain gauges, dial gauges, earth pressure cells, tilt meters and high resolution digital camera systems for structural response, crack monitoring and fracture parameter measurement to evaluate the local and global behavior of the containment test model. The model has been tested pneumatically during the low pressure tests (LPTs) followed by proof test (PT) and integrated leakage rate test (ILRT) during commissioning. Further the over pressure test (OPT) has been carried out to establish the failure mode of BARCOM Test-Model. The over-pressure test will be completed shortly to reach the functional failure of the test model. Pre-test evaluation of BARCOM was carried out with the results obtained from the registered international round robin participants in January 2009 followed by the post-test assessment in February 2011. The test results along with the various failure modes related to the structural members – concrete, rebars and tendons identified in terms of prescribed milestones are presented in this paper along with the comparison of the pre-test predictions submitted by the registered participants of the Round Robin Analysis for BARCOM test model.
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source Elsevier ScienceDirect Journals
subjects Concretes
Containment
Design of experiments
Failure modes
Fracture mechanics
Mathematical models
Nuclear engineering
Nuclear reactor components
title Over-pressure test on BARCOM pre-stressed concrete containment
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