Long-term condition assessment of suspenders under traffic loads based on structural monitoring system: Application to the Tsing Ma Bridge

Structural Control and Health Monitoring - Tập 19 Số 1 - Trang 82-101 - 2012
Shunlong Li1,2, Songye Zhu3, You Lin Xu3, Zhiwei Chen3, Hui Li2
1Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Kowloon, Hong Kong
2School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin, Peoples's Republic of China
3Department of Civil & Structural Engineering, The Hong Kong Polytechnic University, Kowloon, Hong Kong

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Tài liệu tham khảo

Takena, 1992, Fatigue resistance of large-diameter cable for cable stayed bridges, Journal of Structural Engineering, 118, 701, 10.1061/(ASCE)0733-9445(1992)118:3(701)

Matteo, 1994, Safety analysis of suspension bridge cables: Williamsburg Bridge, Journal of Structural Engineering, 120, 3197, 10.1061/(ASCE)0733-9445(1994)120:11(3197)

Mayrbaurl, 2001, Cracking and fracture of suspension bridge wire, Journal of Bridge Engineering, 6, 645, 10.1061/(ASCE)1084-0702(2001)6:6(645)

Sih, 2008, Fatigue crack growth behavior of cables and steel wires for the cable-stayed portion of Runyang Bridge: disproportionate loosening and/or tightening of cables, Theoretical and Applied Fracture Mechanics, 49, 1, 10.1016/j.tafmec.2007.10.008

Xu, 2008, Deterioration mechanism of cables and mechanics model of wires, Journal of Tongji University (Natural Science), 36, 911

Rusk, 2009, Fatigue life prediction of corrosion damaged high strength steel using an equivalent stress riser (ESR) model Part I: test development and results, International Journal of Fatigue, 31, 1454, 10.1016/j.ijfatigue.2009.05.006

Toribio, 2009, Micro- and macro-approach to the fatigue crack growth in progressive drawn pearlitic steels at different R-ratios, International Journal of Fatigue, 31, 2014, 10.1016/j.ijfatigue.2009.02.005

Kraincanic, 1999, Axial stiffness and torsional effects in a 76 mm wire rope: experimental data and theoretical predictions, Journal of Strain Analysis, 34, 39, 10.1243/0309324991513614

Xu, 1997, Vibration studies of Tsing Ma suspension bridge, Journal Bridge Engineering, 2, :149, 10.1061/(ASCE)1084-0702(1997)2:4(149)

Xu, 2000, Fully coupled buffeting analysis of Tsing Ma suspension bridge, Journal of Wind Engineering and Industrial Aerodynamics, 85, 97, 10.1016/S0167-6105(99)00133-6

Xu YL Guo AX Zheng Y Establishment of bridge rating system for Tsing Ma Bridge-criticality and vulnerability analysis: strength 2009

Xu YL Chen ZW Establishment of bridge rating system for Tsing Ma Bridge-criticality and vulnerability analysis: fatigue 2009

Miao TJ Bridge live load models with special reference to Hong Kong 2001

1999

Kondo, 1989, Prediction of fatigue crack initiation life based on pit growth, Corrosion, 45, 7, 10.5006/1.3577891

Chen, 1996, Transition from pitting to fatigue crack growth modeling of corrosion fatigue crack nucleation in a 2024-T3 aluminum alloy, Material Science and Engineering, 219, :126, 10.1016/S0921-5093(96)10414-7

Stahl, 1996, Cable Corrosion in Bridges and Other Structures: Causes and Solutions, 65

Feliu, 1993, The prediction of atmospheric corrosion from meteorological and pollution parameters (I): annual corrosion, Corrosion Science, 34, 403, 10.1016/0010-938X(93)90112-T

Feliu, 1993, The prediction of atmospheric corrosion from meteorological and pollution parameters (II): long-term corrosion, Corrosion Science, 34, 415, 10.1016/0010-938X(93)90113-U

Suzumura, 2004, Environmental factors affecting corrosion of Galvanized steel wires, Journal of Material in Civil Engineering, 16, 1, 10.1061/(ASCE)0899-1561(2004)16:1(1)

Furuya, 2000, Corrosion mechanism and protection methods for suspension bridge cables, Structural Engineering, 10, 189, 10.2749/101686600780481518

Lan CM Study on life cycle safety assessment methods for parallel wire stay cable 2009

Hawn, 1977, Extreme value prediction of maximum pits on pipelines, Materials Performance, 16, 29

Sheikh, 1990, Statistical modeling of pitting corrosion and pipeline reliability, Corrosion-NACE, 46, 190, 10.5006/1.3585090

Suresh, 1998, Fatigue of Materials, 570, 10.1017/CBO9780511806575.018

Huneau, 2006, Evaluation of environmental effects on fatigue crack growth behavior of a high strength steel in a saline solution with cathodic protection, International Journal of Fatigue, 28, 124, 10.1016/j.ijfatigue.2005.04.011

Paris, 1963, A critical analysis of crack propagation laws, Journal of Basic Engineering, 85D, 813

Astiz, 1986, An incompatible singular elastic element for two- and three-dimensional crack problems, International Journal of Fracture, 31, 105, 10.1007/BF00018917

Vasudevan, 2009, Classification of environmentally assisted fatigue crack growth behavior, International Journal of Fatigue, 31, 1696, 10.1016/j.ijfatigue.2009.03.019

Murtaza, 1996, Corrosion fatigue short crack growth behavior in a high strength steel, International Journal of Fatigue, 18, 557, 10.1016/0142-1123(95)00095-X

Mahmoud, 2007, Fracture strength of a high strength steel bridge cable wire with a surface crack, Theoretical and Applied Fracture Mechanics, 48, 152, 10.1016/j.tafmec.2007.05.006

Bridge Technology Consulting Main Cable Investigation at the Mid-Hudson Suspension Bridge-Fracture Toughness Identification of Main Cable Wire 2007

Daniels, 1945, The statistical theory of strength of bundles of threads. Part I, Proceeding of the Royal Society of London, Series A, 183, 405, 10.1098/rspa.1945.0011

Phoenix, 1978, Stochastic strength and fatigue of fiber bundles, International Journal of Fracture, 14, 327, 10.1007/BF00034692

Lemaire, 2009, Structural Reliability, 78, 10.1002/9780470611708

Abdo T Rackwitz R A new beta-point algorithm for large time-invariant and time variant reliability problems