Research on service life prediction model of concrete structure of sea-crossing bridge

Wuhan Ligong Daxue Xuebao/Journal of Wuhan University of Technology

Volumn 32, Issue 17, 2010, Pages 141-146

  Wang, C J ^a   Zhang, G Z ^b,c   Liu, K X ^b,c   Tu, L Q ^b,c,d   Li, J H ^b,c   Qin, M Q ^b,c  

^a Zhejiang Province Zhoushan Island Linking Construction Commanding Department   (China)

^b Wuhan Harbor Engineering Design and Research Institute Co Ltd   (China)

^c RESEARCH INSTITUTE OF HIGHWAY MINISTRY OF TRANSPORT   (China)

^d WUHAN UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

Concrete structure; Model; Prediction; Sea crossing bridge; Service life; Verify

Indexed keywords

EID: 78650222501     PISSN: 16714431     EISSN: None     Source Type: Journal    
DOI: 10.3963/j.issn.1671-4431.2010.17.032     Document Type: Article

References (4)

1. DuraCrete, General Guidelines for Durability Design and Redesign, 2000.
2. Bentz E C. Probabilistic Modeling of Service Life for Structures Subjected to Chlorides[J]. ACI materials journal, Sep.-Oct., 2003.
3. Life-365 Service Life Prediction Model, 2001.
4. Shi H S, Wang Q. Research on Service Life Prediction of Marine Concrete[J]. Journal of Building Materials, 2004, 6(2): 161-167.