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    Diagnosis and Intervention Criteria in Slabs Damaged by Severe Corrosion of Prestressed Joists

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 001
    Author:
    Jose Vercher
    ,
    Enrique Gil
    ,
    Angeles Mas
    ,
    Carlos Lerma
    DOI: 10.1061/(ASCE)CF.1943-5509.0000515
    Publisher: American Society of Civil Engineers
    Abstract: This 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.
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      Diagnosis and Intervention Criteria in Slabs Damaged by Severe Corrosion of Prestressed Joists

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    http://yetl.yabesh.ir/yetl1/handle/yetl/58111
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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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