Numerical simulation study on exposed reinforced anti-corrosion layer damage of the cross-sea bridge under the marine environment

• Autorzy: Qu H. , Su J. , Huang P. , Ren X.
• Języki publikacji: EN

Abstrakty

EN

To solve the problem of low precision of numerical simulation of the exposed reinforced anti-corrosion layer damage of the cross-sea bridge, we use the stress ratio between the double slash and the reinforced anti-corrosion layer to analyze the parameters and the damage rate in different qualities of reinforced anti-corrosion layers, use Ansys software to build reinforced finite element model, and analyze the damage degree when the inclination angle was 15 °, 45 ° and 60 °, respectively. The experimental results showed that the proposed method can improve the numerical simulation efficiency, the numerical simulation results, the experimental results, and the theoretical analysis results have good consistency and stability

• Wydawca: -
• Czasopismo: Polish Maritime Research
• Rocznik: 2017
• Tom: 24
• Numer: Special Issue S3
• Opis fizyczny: p.207-212,fig.,ref.

Twórcy

autor

Qu H.

• School of Highway Engineering, Chang'an University,Xi'an, 710064, China

autor

Su J.

• School of Highway Engineering, Chang'an University,Xi'an, 710064, China

autor

Huang P.

• Institute of Bridge Engineering, Chang’an University, Xi'an, 710064, China

autor

Ren X.

• School of Architecture and Civil Engineering, Xi'an University of Science and Technology, Xi'an, 710054, China

Bibliografia

• 1. LIU Jiawei, LIU Bing. Study of the Ramjet Cavity Shear Layer Characteristics with Numerical Simulation. Computer Simulation, 2017,34(3):82-87.
• 2. King J, Howell S, Derksen C, et al. Evaluation of Operation IceBridge quick‐look snow depth estimates on sea ice. Geophysical Research Letters, 2016, 42(21):9302-9310.
• 3. HE Rui, JI Shao-hua, HUANG Ping-ming, et al. Numerical simulation of the effect of interface transition zone between mortar and aggregates on the mechanics properties of concrete. Journal of Chang’an University(Natural Science Edition), 2015,35(2):31-37.
• 4. Lancioni G. Modeling the Response of Tensile Steel Bars by Means of Incremental Energy Minimization. Journal of Elasticity, 2015, 121(1):1-30.
• 5. Shan A. Analytical Research on Deformation Monitoring of Large Span Continuous Rigid Frame Bridge during Operation. Engineering, 2015, 07(8):477-487.
• 6. Sandhåland H, Oltedal H, Eid J. Situation awareness in bridge operations – A study of collisions between attendant vessels and offshore facilities in the North Sea. Safety Science, 2015, 79(4):277–285.
• 7. Armitage T W K, Ridout A L. Arctic sea ice freeboard from AltiKa and comparison with CryoSat‐2 and Operation IceBridge. Geophysical Research Letters, 2015, 42(16):6724-6731.
• 8. DU Xiuli, ZHANG Renbo, JIN Liu. Meso-scale numerical investigation on the crack process of concrete cover induced by rebar non-uniform corrosion. Journal of Chongqing Jianzhu University, 2015,37(1):73-80.
• 9. YANG Lu, SHI Xu-wu. Numerical simulation of plastic damage model for reinforced concrete beam. Journal of Shenyang University of Technology, 2016,38(1):97-101.
• 10. 11.Gao, W. and W. Wang, The fifth geometric-arithmetic index of bridge graph and carbon nanocones. Journal of Difference Equations and Applications, 2017. 23(1-2SI): p. 100-109.
• 11. 12.Gao, W., et al., Distance learning techniques for ontology similarity measuring and ontology mapping. Cluster Computing-The Journal of Networks Software Tools and Applications, 2017. 20(2SI): p. 959-968.
• 12. TANG Guobin, XIANG Yiqiang. Mechanical properties and numerical simulation of crack interface in reinforced concrete. Journal of Hydraulic Engineering, 2015,46(1):42-57.
• 13. Sukor N S A, Jarani N,Fisal S F M, Analysis of Passengers’ Access and Egress Characteristics to The Train Station. Engineering Heritage Journal, 2017, 1(2): 01-04.
• 14. Yang S, Li J, Song Y, Application of surfactant Tween 80 to enhance Fenton oxidation of polycyclic aromatic hydrocarbons (PAHs) in soil pre-treated with Fenton reagents. Geology, Ecology, and Landscapes, 2017, 1(3): 197-204.
• 15. Bahmani M, Noorzad A, Hamedi J, Sali F, The role of bacillus pasteurii on the change of parameters of sands according to temperaturcompresion and wind erosion resistance. Journal CleanWAS, 2017, 1(2): 1-5.
• 16. Tunggolou J, Payus C, Moringa Oleifera As Coagulant Used in Water Purification Process F or Consumption. Malaysian Journal Geosciences, 2017, 1(2): 29-31.
• 17. Yew L K, Rahim I A, Prediction of Rock Mass Properties, Tunnel Stability and Support Pressure by Geological Strength Index (GSI) In Crocker Formation: A Case Study. Geological Behavior, 2017, 1(2): 31-33.
• 18. Shamsudin S B,Marzuki A, Jeffree M F, Lukman K A. Blood lead concentration and working memory ability on malay primary school children in urban and rural area, Malacca. Acta Scientifica Malaysia, 2017, 1(1): 04-07.

Identyfikatory

DOI

10.1515/pomr-2017-0124