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contributor authorJose Vercher
contributor authorEnrique Gil
contributor authorAngeles Mas
contributor authorCarlos Lerma
date accessioned2017-05-08T21:38:34Z
date available2017-05-08T21:38:34Z
date copyrightFebruary 2015
date issued2015
identifier other%28asce%29cf%2E1943-5509%2E0000520.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/58111
description abstractThis research defines diagnosis criteria in RC one-way slabs with severe corrosion at the lower prestressed reinforcement of the joists and proposes specific actuation criteria and constructive recommendations to increase safety. The corrosion of this reinforcement is the most common damage in building structures, and the use of aluminous cement in the precast joists can aggravate the corrosion. The usual cases of entire residential buildings with different degrees of damage and with a few or all joists affected in a slab have been simulated. American Concrete Institute load test for existing structures is used as an acceptance criterion in the simulations, and a ratio between the ultimate load and the service load is defined as a valuation coefficient. In this way, the residual safety for a damaged structure is known. Results are in accordance with extensive experience in real intervention cases, which often still have high safety reserves.
publisherAmerican Society of Civil Engineers
titleDiagnosis and Intervention Criteria in Slabs Damaged by Severe Corrosion of Prestressed Joists
typeJournal Paper
journal volume29
journal issue1
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000515
treeJournal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 001
contenttypeFulltext


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