Experimental and Numerical Investigation of Stress Concentration Factor of Cable Steel Wire with Corrosion Pits

[1]  Rou Li,et al.  Effect of characteristic parameters of pitting on strength and stress concentration factor of cable steel wire , 2020 .

[2]  Shan-hua Xu,et al.  Influence of corrosion on the bond behavior in CFRP-steel single lap joints , 2020 .

[3]  Youde Wang,et al.  Flexural performance evaluation of corroded steel beams based on 3D corrosion morphology , 2020 .

[4]  Haijiang Zhang,et al.  Surface Characteristics and Stochastic Model of Corroded Structural Steel Under General Atmospheric Environment , 2019 .

[5]  Rou Li,et al.  Effects of characteristic parameters of corrosion pits on the fatigue life of the steel wires , 2019 .

[6]  Guang-chong Qin,et al.  Degradation Model and Evaluation Criteria for the Seismic Behavior of Corrosion H-section Steel Column , 2019, KSCE Journal of Civil Engineering.

[7]  Ho-Kyung Kim,et al.  A Numerical Study of the Tensile Stress Concentration in a Hemi-ellipsoidal Corrosion Pit on a Plate , 2018, International Journal of Steel Structures.

[8]  P. Hagan,et al.  Effects of environmental factors on stress corrosion cracking of cold-drawn high-carbon steel wires , 2017 .

[9]  C. Miao,et al.  Distribution law of corrosion pits on steel suspension wires for a tied arch bridge , 2016 .

[10]  J. Tong,et al.  Corrosion Rate and Mechanical Properties of 316L Stainless Steel Wires in Different Corrosive Conditions , 2013 .

[11]  Weizhen Chen,et al.  Behavior of wires in parallel wire stayed cable under general corrosion effects , 2013 .

[12]  Shun-ichi Nakamura,et al.  Experimental Study on Fatigue Strength of Corroded Bridge Wires , 2013 .

[13]  M. Cerit Numerical investigation on torsional stress concentration factor at the semi elliptical corrosion pit , 2013 .

[14]  Wenyao Yang,et al.  Influence of tensile stress on corrosion behaviour of high‐strength galvanized steel bridge wires in simulated acid rain , 2012 .

[15]  R. Pidaparti,et al.  Investigation of a single pit/defect evolution during the corrosion process , 2010 .

[16]  M. Cerit,et al.  Numerical investigation on stress concentration of corrosion pit , 2009 .

[17]  Raimondo Betti,et al.  CORROSION AND EMBRITTLEMENT IN HIGH-STRENGTH WIRES OF SUSPENSION BRIDGE CABLES , 2005 .

[18]  Shun-ichi Nakamura,et al.  Mechanical Properties and Remaining Strength of Corroded Bridge Wires , 2004 .

[19]  Shun-ichi Nakamura,et al.  Environmental Factors Affecting Corrosion of Galvanized Steel Wires , 2004 .

[20]  P. Ernst,et al.  Pit growth studies in stainless steel foils. I. Introduction and pit growth kinetics , 2002 .

[21]  R. Newman,et al.  Pit growth studies in stainless steel foils. II. Effect of temperature, chloride concentration and sulphate addition , 2002 .

[22]  R M Mayrbaurl,et al.  CRACKING AND FRACTURE OF SUSPENSION BRIDGE WIRE , 2001 .

[23]  Raimondo Betti,et al.  ACCELERATED CORROSION AND EMBRITTLEMENT OF HIGH-STRENGTH BRIDGE WIRE , 2000 .

[24]  Karl H. Frank,et al.  BRIDGE STAY CABLE CORROSION PROTECTION. II: ACCELERATED CORROSION TESTS , 1998 .

[25]  Rou Li,et al.  Comparative investigation of the effect of corrosion on the mechanical properties of different parts of thin-walled steel , 2020 .

[26]  Myung-Kwan Song,et al.  Structural reliability of a suspension bridge affected by environmentally assisted cracking , 2006 .