Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 10, No. 37 (2016)

Analysis of time-dependent reliability of degenerated reinforced concrete structure

Author and affiliation details
DOI
10.3221/IGF-ESIS.37.46
Pages
352-359
Published
Published inVol. 10, No. 37 (2016)Go to the issue

Abstract

Durability deterioration of structure is a highly random process. The maintenance of degenerated structure involves the calculation of the reliability of time-dependent structure. This study introduced reinforced concrete structure resistance decrease model and related statistical parameters of uncertainty, analyzed resistance decrease rules of corroded bending element of reinforced concrete structure, and finally calculated timedependent reliability of the corroded bending element of reinforced concrete structure, aiming to provide a specific theoretical basis for the application of time-dependent reliability theory.

Keywords

Article history

  1. ReceivedUntil the next stage: 0 days
  2. AcceptedUntil the next stage: 0 days
  3. Published

How to cite

APA

Hongping, Z., Lili, Z., & Zhengbing, X. (2016). Analysis of time-dependent reliability of degenerated reinforced concrete structure. Fracture and Structural Integrity, 10(37), 352–359. https://doi.org/10.3221/IGF-ESIS.37.46

IEEE

Z. Hongping, Z. Lili, and X. Zhengbing, “Analysis of time-dependent reliability of degenerated reinforced concrete structure,” Fracture and Structural Integrity, vol. 10, no. 37, pp. 352–359, 2016, doi: 10.3221/IGF-ESIS.37.46.

MLA

Hongping, Zhang, et al. “Analysis of time-dependent reliability of degenerated reinforced concrete structure.” Fracture and Structural Integrity, vol. 10, no. 37, 2016, pp. 352–359. https://doi.org/10.3221/IGF-ESIS.37.46.

Chicago

Hongping, Zhang, Zhang Lili, and Xia Zhengbing. 2016. “Analysis of time-dependent reliability of degenerated reinforced concrete structure.” Fracture and Structural Integrity 10 (37): 352–359. https://doi.org/10.3221/IGF-ESIS.37.46.

Harvard

Hongping, Z., Lili, Z. and Zhengbing, X. (2016) ‘Analysis of time-dependent reliability of degenerated reinforced concrete structure’, Fracture and Structural Integrity, 10(37), pp. 352–359. doi: 10.3221/IGF-ESIS.37.46.

Vancouver

Hongping Z, Lili Z, Zhengbing X. Analysis of time-dependent reliability of degenerated reinforced concrete structure. Fracture and Structural Integrity. 2016;10(37):352-359. doi:10.3221/IGF-ESIS.37.46

BibTeX

@article{hongping2016, author = {Hongping, Zhang and Lili, Zhang and Zhengbing, Xia}, title = {Analysis of time-dependent reliability of degenerated reinforced concrete structure}, journal = {Fracture and Structural Integrity}, year = {2016}, volume = {10}, number = {37}, pages = {352--359}, doi = {10.3221/IGF-ESIS.37.46}, url = {https://doi.org/10.3221/IGF-ESIS.37.46}, issn = {1971-8993} }

RIS

TY - JOUR AU - Hongping, Zhang AU - Lili, Zhang AU - Zhengbing, Xia TI - Analysis of time-dependent reliability of degenerated reinforced concrete structure JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2016 DA - 2016/06/13 VL - 10 IS - 37 SP - 352 EP - 359 DO - 10.3221/IGF-ESIS.37.46 UR - https://doi.org/10.3221/IGF-ESIS.37.46 SN - 1971-8993 ER -

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