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    Assessment of the Strengthening of an RC Railway Bridge with CFRP Utilizing a Full-Scale Failure Test and Finite-Element Analysis

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 001
    Author:
    Arto M. Puurula
    ,
    Ola Enochsson
    ,
    Gabriel Sas
    ,
    Thomas Blanksvärd
    ,
    Ulf Ohlsson
    ,
    Lars Bernspång
    ,
    Björn Täljsten
    ,
    Anders Carolin
    ,
    Björn Paulsson
    ,
    Lennart Elfgren
    DOI: 10.1061/(ASCE)ST.1943-541X.0001116
    Publisher: American Society of Civil Engineers
    Abstract: A finite element (FE) model was calibrated using the data obtained from a full-scale test to failure of a 50 year old reinforced concrete (RC) railway bridge. The model was then used to assess the effectiveness of various strengthening schemes to increase the load-carrying capacity of the bridge. The bridge was a two-span continuous single-track trough bridge with a total length of 30 m, situated in Örnsköldsvik in northern Sweden. It was tested in situ as the bridge had been closed following the construction of a new section of the railway line. The test was planned to evaluate and calibrate models to predict the load-carrying capacity of the bridge and assess the strengthening schemes originally developed by the European research project called Sustainable bridges. The objective of the test was to investigate shear failure, rather than bending failure for which good calibrated models are already available. To that end, the bridge was strengthened in flexure before the test using near-surface mounted square section carbon fiber reinforced polymer (CFRP) bars. The ultimate failure mechanism turned into an interesting combination of bending, shear, torsion, and bond failures at an applied load of 11.7 MN (2,630 kips). A computer model was developed using specialized software to represent the response of the bridge during the test. It was calibrated using data from the test and was then used to calculate the actual capacity of the bridge in terms of train loading using the current Swedish load model which specifies a 330 kN (74 kips) axle weight. These calculations show that the unstrengthened bridge could sustain a load 4.7 times greater than the current load requirements (which is over six times the original design loading), whilst the strengthened bridge could sustain a load 6.5 times greater than currently required. Comparisons are also made with calculations using codes from Canada, Europe, and the United States.
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      Assessment of the Strengthening of an RC Railway Bridge with CFRP Utilizing a Full-Scale Failure Test and Finite-Element Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/81023
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    • Journal of Structural Engineering

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    contributor authorArto M. Puurula
    contributor authorOla Enochsson
    contributor authorGabriel Sas
    contributor authorThomas Blanksvärd
    contributor authorUlf Ohlsson
    contributor authorLars Bernspång
    contributor authorBjörn Täljsten
    contributor authorAnders Carolin
    contributor authorBjörn Paulsson
    contributor authorLennart Elfgren
    date accessioned2017-05-08T22:27:48Z
    date available2017-05-08T22:27:48Z
    date copyrightJanuary 2015
    date issued2015
    identifier other45802231.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81023
    description abstractA finite element (FE) model was calibrated using the data obtained from a full-scale test to failure of a 50 year old reinforced concrete (RC) railway bridge. The model was then used to assess the effectiveness of various strengthening schemes to increase the load-carrying capacity of the bridge. The bridge was a two-span continuous single-track trough bridge with a total length of 30 m, situated in Örnsköldsvik in northern Sweden. It was tested in situ as the bridge had been closed following the construction of a new section of the railway line. The test was planned to evaluate and calibrate models to predict the load-carrying capacity of the bridge and assess the strengthening schemes originally developed by the European research project called Sustainable bridges. The objective of the test was to investigate shear failure, rather than bending failure for which good calibrated models are already available. To that end, the bridge was strengthened in flexure before the test using near-surface mounted square section carbon fiber reinforced polymer (CFRP) bars. The ultimate failure mechanism turned into an interesting combination of bending, shear, torsion, and bond failures at an applied load of 11.7 MN (2,630 kips). A computer model was developed using specialized software to represent the response of the bridge during the test. It was calibrated using data from the test and was then used to calculate the actual capacity of the bridge in terms of train loading using the current Swedish load model which specifies a 330 kN (74 kips) axle weight. These calculations show that the unstrengthened bridge could sustain a load 4.7 times greater than the current load requirements (which is over six times the original design loading), whilst the strengthened bridge could sustain a load 6.5 times greater than currently required. Comparisons are also made with calculations using codes from Canada, Europe, and the United States.
    publisherAmerican Society of Civil Engineers
    titleAssessment of the Strengthening of an RC Railway Bridge with CFRP Utilizing a Full-Scale Failure Test and Finite-Element Analysis
    typeJournal Paper
    journal volume141
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0001116
    treeJournal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 001
    contenttypeFulltext
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