PROBABILISTIC LIFETIME PERFORMANCE AND STRUCTURAL CAPACITY ANALYSIS OF CONTINUOUS REINFORCED CONCRETE SLAB BRIDGES

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

GAO ZHICHENG; LIANG ROBERT Y.; PATNAIK ANIL K.

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING Year:2017 | Volume:9 | Issue:3 Page(s): 231-245

Download Full-Text

View:

217

Download:

136

Cites:

Information Journal Paper

Title

PROBABILISTIC LIFETIME PERFORMANCE AND STRUCTURAL CAPACITY ANALYSIS OF CONTINUOUS REINFORCED CONCRETE SLAB BRIDGES

Author(s)

GAO ZHICHENG | LIANG ROBERT Y. | PATNAIK ANIL K. | Issue Writer Certificate

Keywords

STRUCTURAL SLAB BRIDGES

PROBABILITY OF FLEXURAL FAILURE

CORROSION INITIATION TIME

LOAD-INDUCED CRACKING

PROBABILISTIC ANALYSIS OF 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 deicing 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.

Cites

No record.

References

No record.

Cite

APA: Copy

GAO, ZHICHENG, LIANG, ROBERT Y., & PATNAIK, ANIL K.. (2017). PROBABILISTIC LIFETIME PERFORMANCE AND STRUCTURAL CAPACITY ANALYSIS OF CONTINUOUS REINFORCED CONCRETE SLAB BRIDGES. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, 9(3), 231-245. SID. https://sid.ir/paper/319879/en

Vancouver: Copy

GAO ZHICHENG, LIANG ROBERT Y., PATNAIK ANIL K.. PROBABILISTIC LIFETIME PERFORMANCE AND STRUCTURAL CAPACITY ANALYSIS OF CONTINUOUS REINFORCED CONCRETE SLAB BRIDGES. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING[Internet]. 2017;9(3):231-245. Available from: https://sid.ir/paper/319879/en

IEEE: Copy

ZHICHENG GAO, ROBERT Y. LIANG, and ANIL K. PATNAIK, “PROBABILISTIC LIFETIME PERFORMANCE AND STRUCTURAL CAPACITY ANALYSIS OF CONTINUOUS REINFORCED CONCRETE SLAB BRIDGES,” INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, vol. 9, no. 3, pp. 231–245, 2017, [Online]. Available: https://sid.ir/paper/319879/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops