Probabilistic lifetime performance and structural capacity analysis of continuous reinforced concrete slab bridges

Abstract A reliability-based method was developed for predicting the initiation time and the probability of flexural failure for continuous slab bridges with load-induced cracks exposed to chloride environment resulting from de-icing salts. A practical methodology was used for predicting the diffusi...
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Autor*in:	Gao, Zhicheng [verfasserIn] Liang, Robert Y. [verfasserIn] Patnaik, Anil K. [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2017

Schlagwörter:	Structural slab bridges Probability of flexural failure Corrosion initiation time Load-induced cracking Probabilistic analysis of slab bridges

Übergeordnetes Werk:	Enthalten in: International journal of advanced structural engineering - Berlin : Springer, 2009, 9(2017), 3 vom: 23. Mai, Seite 231-245
Übergeordnetes Werk:	volume:9 ; year:2017 ; number:3 ; day:23 ; month:05 ; pages:231-245

Links:	Volltext

DOI / URN:	10.1007/s40091-017-0160-2

Katalog-ID:	SPR032823657

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520			\|a Abstract A reliability-based method was developed for predicting the initiation time and the probability of flexural failure for continuous slab bridges with load-induced cracks exposed to chloride environment resulting from de-icing salts. A practical methodology was used for predicting the diffusion coefficient of chloride ingress into the pre-existing load-induced cracks in concrete. The reduction in the cross-sectional area of the reinforcement due to corrosion was included in the model. The proposed methodology accounts for uncertainties in the strength demand, structural capacity, and corrosion models, as well as uncertainties in environmental conditions, material properties, and structural geometry. All probabilistic data on uncertainties were estimated from the information contained in previous experimental and statistical studies. As an application of the proposed model, a three-span continuous slab bridge in Ohio is presented for demonstration of the developed methodology. A comparison of results clearly shows the importance of considering the effects of the load-induced cracks for correct prediction of the initiation of corrosion time and the critical time to maintain structural integrity.
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allfields	10.1007/s40091-017-0160-2 doi (DE-627)SPR032823657 (SPR)s40091-017-0160-2-e DE-627 ger DE-627 rakwb eng 620 690 ASE 56.00 bkl Gao, Zhicheng verfasserin aut Probabilistic lifetime performance and structural capacity analysis of continuous reinforced concrete slab bridges 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract A reliability-based method was developed for predicting the initiation time and the probability of flexural failure for continuous slab bridges with load-induced cracks exposed to chloride environment resulting from de-icing salts. A practical methodology was used for predicting the diffusion coefficient of chloride ingress into the pre-existing load-induced cracks in concrete. The reduction in the cross-sectional area of the reinforcement due to corrosion was included in the model. The proposed methodology accounts for uncertainties in the strength demand, structural capacity, and corrosion models, as well as uncertainties in environmental conditions, material properties, and structural geometry. All probabilistic data on uncertainties were estimated from the information contained in previous experimental and statistical studies. As an application of the proposed model, a three-span continuous slab bridge in Ohio is presented for demonstration of the developed methodology. A comparison of results clearly shows the importance of considering the effects of the load-induced cracks for correct prediction of the initiation of corrosion time and the critical time to maintain structural integrity. Structural slab bridges (dpeaa)DE-He213 Probability of flexural failure (dpeaa)DE-He213 Corrosion initiation time (dpeaa)DE-He213 Load-induced cracking (dpeaa)DE-He213 Probabilistic analysis of slab bridges (dpeaa)DE-He213 Liang, Robert Y. verfasserin aut Patnaik, Anil K. verfasserin aut Enthalten in International journal of advanced structural engineering Berlin : Springer, 2009 9(2017), 3 vom: 23. Mai, Seite 231-245 (DE-627)684551314 (DE-600)2649231-3 2008-6695 nnns volume:9 year:2017 number:3 day:23 month:05 pages:231-245 https://dx.doi.org/10.1007/s40091-017-0160-2 kostenfrei Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 56.00 ASE AR 9 2017 3 23 05 231-245
spelling	10.1007/s40091-017-0160-2 doi (DE-627)SPR032823657 (SPR)s40091-017-0160-2-e DE-627 ger DE-627 rakwb eng 620 690 ASE 56.00 bkl Gao, Zhicheng verfasserin aut Probabilistic lifetime performance and structural capacity analysis of continuous reinforced concrete slab bridges 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract A reliability-based method was developed for predicting the initiation time and the probability of flexural failure for continuous slab bridges with load-induced cracks exposed to chloride environment resulting from de-icing salts. A practical methodology was used for predicting the diffusion coefficient of chloride ingress into the pre-existing load-induced cracks in concrete. The reduction in the cross-sectional area of the reinforcement due to corrosion was included in the model. The proposed methodology accounts for uncertainties in the strength demand, structural capacity, and corrosion models, as well as uncertainties in environmental conditions, material properties, and structural geometry. All probabilistic data on uncertainties were estimated from the information contained in previous experimental and statistical studies. As an application of the proposed model, a three-span continuous slab bridge in Ohio is presented for demonstration of the developed methodology. A comparison of results clearly shows the importance of considering the effects of the load-induced cracks for correct prediction of the initiation of corrosion time and the critical time to maintain structural integrity. Structural slab bridges (dpeaa)DE-He213 Probability of flexural failure (dpeaa)DE-He213 Corrosion initiation time (dpeaa)DE-He213 Load-induced cracking (dpeaa)DE-He213 Probabilistic analysis of slab bridges (dpeaa)DE-He213 Liang, Robert Y. verfasserin aut Patnaik, Anil K. verfasserin aut Enthalten in International journal of advanced structural engineering Berlin : Springer, 2009 9(2017), 3 vom: 23. Mai, Seite 231-245 (DE-627)684551314 (DE-600)2649231-3 2008-6695 nnns volume:9 year:2017 number:3 day:23 month:05 pages:231-245 https://dx.doi.org/10.1007/s40091-017-0160-2 kostenfrei Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 56.00 ASE AR 9 2017 3 23 05 231-245
allfields_unstemmed	10.1007/s40091-017-0160-2 doi (DE-627)SPR032823657 (SPR)s40091-017-0160-2-e DE-627 ger DE-627 rakwb eng 620 690 ASE 56.00 bkl Gao, Zhicheng verfasserin aut Probabilistic lifetime performance and structural capacity analysis of continuous reinforced concrete slab bridges 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract A reliability-based method was developed for predicting the initiation time and the probability of flexural failure for continuous slab bridges with load-induced cracks exposed to chloride environment resulting from de-icing salts. A practical methodology was used for predicting the diffusion coefficient of chloride ingress into the pre-existing load-induced cracks in concrete. The reduction in the cross-sectional area of the reinforcement due to corrosion was included in the model. The proposed methodology accounts for uncertainties in the strength demand, structural capacity, and corrosion models, as well as uncertainties in environmental conditions, material properties, and structural geometry. All probabilistic data on uncertainties were estimated from the information contained in previous experimental and statistical studies. As an application of the proposed model, a three-span continuous slab bridge in Ohio is presented for demonstration of the developed methodology. A comparison of results clearly shows the importance of considering the effects of the load-induced cracks for correct prediction of the initiation of corrosion time and the critical time to maintain structural integrity. Structural slab bridges (dpeaa)DE-He213 Probability of flexural failure (dpeaa)DE-He213 Corrosion initiation time (dpeaa)DE-He213 Load-induced cracking (dpeaa)DE-He213 Probabilistic analysis of slab bridges (dpeaa)DE-He213 Liang, Robert Y. verfasserin aut Patnaik, Anil K. verfasserin aut Enthalten in International journal of advanced structural engineering Berlin : Springer, 2009 9(2017), 3 vom: 23. Mai, Seite 231-245 (DE-627)684551314 (DE-600)2649231-3 2008-6695 nnns volume:9 year:2017 number:3 day:23 month:05 pages:231-245 https://dx.doi.org/10.1007/s40091-017-0160-2 kostenfrei Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 56.00 ASE AR 9 2017 3 23 05 231-245
allfieldsGer	10.1007/s40091-017-0160-2 doi (DE-627)SPR032823657 (SPR)s40091-017-0160-2-e DE-627 ger DE-627 rakwb eng 620 690 ASE 56.00 bkl Gao, Zhicheng verfasserin aut Probabilistic lifetime performance and structural capacity analysis of continuous reinforced concrete slab bridges 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract A reliability-based method was developed for predicting the initiation time and the probability of flexural failure for continuous slab bridges with load-induced cracks exposed to chloride environment resulting from de-icing salts. A practical methodology was used for predicting the diffusion coefficient of chloride ingress into the pre-existing load-induced cracks in concrete. The reduction in the cross-sectional area of the reinforcement due to corrosion was included in the model. The proposed methodology accounts for uncertainties in the strength demand, structural capacity, and corrosion models, as well as uncertainties in environmental conditions, material properties, and structural geometry. All probabilistic data on uncertainties were estimated from the information contained in previous experimental and statistical studies. As an application of the proposed model, a three-span continuous slab bridge in Ohio is presented for demonstration of the developed methodology. A comparison of results clearly shows the importance of considering the effects of the load-induced cracks for correct prediction of the initiation of corrosion time and the critical time to maintain structural integrity. Structural slab bridges (dpeaa)DE-He213 Probability of flexural failure (dpeaa)DE-He213 Corrosion initiation time (dpeaa)DE-He213 Load-induced cracking (dpeaa)DE-He213 Probabilistic analysis of slab bridges (dpeaa)DE-He213 Liang, Robert Y. verfasserin aut Patnaik, Anil K. verfasserin aut Enthalten in International journal of advanced structural engineering Berlin : Springer, 2009 9(2017), 3 vom: 23. Mai, Seite 231-245 (DE-627)684551314 (DE-600)2649231-3 2008-6695 nnns volume:9 year:2017 number:3 day:23 month:05 pages:231-245 https://dx.doi.org/10.1007/s40091-017-0160-2 kostenfrei Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 56.00 ASE AR 9 2017 3 23 05 231-245
allfieldsSound	10.1007/s40091-017-0160-2 doi (DE-627)SPR032823657 (SPR)s40091-017-0160-2-e DE-627 ger DE-627 rakwb eng 620 690 ASE 56.00 bkl Gao, Zhicheng verfasserin aut Probabilistic lifetime performance and structural capacity analysis of continuous reinforced concrete slab bridges 2017 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract A reliability-based method was developed for predicting the initiation time and the probability of flexural failure for continuous slab bridges with load-induced cracks exposed to chloride environment resulting from de-icing salts. A practical methodology was used for predicting the diffusion coefficient of chloride ingress into the pre-existing load-induced cracks in concrete. The reduction in the cross-sectional area of the reinforcement due to corrosion was included in the model. The proposed methodology accounts for uncertainties in the strength demand, structural capacity, and corrosion models, as well as uncertainties in environmental conditions, material properties, and structural geometry. All probabilistic data on uncertainties were estimated from the information contained in previous experimental and statistical studies. As an application of the proposed model, a three-span continuous slab bridge in Ohio is presented for demonstration of the developed methodology. A comparison of results clearly shows the importance of considering the effects of the load-induced cracks for correct prediction of the initiation of corrosion time and the critical time to maintain structural integrity. Structural slab bridges (dpeaa)DE-He213 Probability of flexural failure (dpeaa)DE-He213 Corrosion initiation time (dpeaa)DE-He213 Load-induced cracking (dpeaa)DE-He213 Probabilistic analysis of slab bridges (dpeaa)DE-He213 Liang, Robert Y. verfasserin aut Patnaik, Anil K. verfasserin aut Enthalten in International journal of advanced structural engineering Berlin : Springer, 2009 9(2017), 3 vom: 23. Mai, Seite 231-245 (DE-627)684551314 (DE-600)2649231-3 2008-6695 nnns volume:9 year:2017 number:3 day:23 month:05 pages:231-245 https://dx.doi.org/10.1007/s40091-017-0160-2 kostenfrei Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 56.00 ASE AR 9 2017 3 23 05 231-245
language	English
source	Enthalten in International journal of advanced structural engineering 9(2017), 3 vom: 23. Mai, Seite 231-245 volume:9 year:2017 number:3 day:23 month:05 pages:231-245
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topic_facet	Structural slab bridges Probability of flexural failure Corrosion initiation time Load-induced cracking Probabilistic analysis of slab bridges
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container_title	International journal of advanced structural engineering
authorswithroles_txt_mv	Gao, Zhicheng @@aut@@ Liang, Robert Y. @@aut@@ Patnaik, Anil K. @@aut@@
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author	Gao, Zhicheng
spellingShingle	Gao, Zhicheng ddc 620 bkl 56.00 misc Structural slab bridges misc Probability of flexural failure misc Corrosion initiation time misc Load-induced cracking misc Probabilistic analysis of slab bridges Probabilistic lifetime performance and structural capacity analysis of continuous reinforced concrete slab bridges
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topic_title	620 690 ASE 56.00 bkl Probabilistic lifetime performance and structural capacity analysis of continuous reinforced concrete slab bridges Structural slab bridges (dpeaa)DE-He213 Probability of flexural failure (dpeaa)DE-He213 Corrosion initiation time (dpeaa)DE-He213 Load-induced cracking (dpeaa)DE-He213 Probabilistic analysis of slab bridges (dpeaa)DE-He213
topic	ddc 620 bkl 56.00 misc Structural slab bridges misc Probability of flexural failure misc Corrosion initiation time misc Load-induced cracking misc Probabilistic analysis of slab bridges
topic_unstemmed	ddc 620 bkl 56.00 misc Structural slab bridges misc Probability of flexural failure misc Corrosion initiation time misc Load-induced cracking misc Probabilistic analysis of slab bridges
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title	Probabilistic lifetime performance and structural capacity analysis of continuous reinforced concrete slab bridges
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title_full	Probabilistic lifetime performance and structural capacity analysis of continuous reinforced concrete slab bridges
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title_sort	probabilistic lifetime performance and structural capacity analysis of continuous reinforced concrete slab bridges
title_auth	Probabilistic lifetime performance and structural capacity analysis of continuous reinforced concrete slab bridges
abstract	Abstract A reliability-based method was developed for predicting the initiation time and the probability of flexural failure for continuous slab bridges with load-induced cracks exposed to chloride environment resulting from de-icing salts. A practical methodology was used for predicting the diffusion coefficient of chloride ingress into the pre-existing load-induced cracks in concrete. The reduction in the cross-sectional area of the reinforcement due to corrosion was included in the model. The proposed methodology accounts for uncertainties in the strength demand, structural capacity, and corrosion models, as well as uncertainties in environmental conditions, material properties, and structural geometry. All probabilistic data on uncertainties were estimated from the information contained in previous experimental and statistical studies. As an application of the proposed model, a three-span continuous slab bridge in Ohio is presented for demonstration of the developed methodology. A comparison of results clearly shows the importance of considering the effects of the load-induced cracks for correct prediction of the initiation of corrosion time and the critical time to maintain structural integrity.
abstractGer	Abstract A reliability-based method was developed for predicting the initiation time and the probability of flexural failure for continuous slab bridges with load-induced cracks exposed to chloride environment resulting from de-icing salts. A practical methodology was used for predicting the diffusion coefficient of chloride ingress into the pre-existing load-induced cracks in concrete. The reduction in the cross-sectional area of the reinforcement due to corrosion was included in the model. The proposed methodology accounts for uncertainties in the strength demand, structural capacity, and corrosion models, as well as uncertainties in environmental conditions, material properties, and structural geometry. All probabilistic data on uncertainties were estimated from the information contained in previous experimental and statistical studies. As an application of the proposed model, a three-span continuous slab bridge in Ohio is presented for demonstration of the developed methodology. A comparison of results clearly shows the importance of considering the effects of the load-induced cracks for correct prediction of the initiation of corrosion time and the critical time to maintain structural integrity.
abstract_unstemmed	Abstract A reliability-based method was developed for predicting the initiation time and the probability of flexural failure for continuous slab bridges with load-induced cracks exposed to chloride environment resulting from de-icing salts. A practical methodology was used for predicting the diffusion coefficient of chloride ingress into the pre-existing load-induced cracks in concrete. The reduction in the cross-sectional area of the reinforcement due to corrosion was included in the model. The proposed methodology accounts for uncertainties in the strength demand, structural capacity, and corrosion models, as well as uncertainties in environmental conditions, material properties, and structural geometry. All probabilistic data on uncertainties were estimated from the information contained in previous experimental and statistical studies. As an application of the proposed model, a three-span continuous slab bridge in Ohio is presented for demonstration of the developed methodology. A comparison of results clearly shows the importance of considering the effects of the load-induced cracks for correct prediction of the initiation of corrosion time and the critical time to maintain structural integrity.
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title_short	Probabilistic lifetime performance and structural capacity analysis of continuous reinforced concrete slab bridges
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Probabilistic lifetime performance and structural capacity analysis of continuous reinforced concrete slab bridges

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