Probabilistic deterioration model of high-strength steel wires and its application to bridge cables

Uniform and Pitting Corrosion Modeling for High-Strength Bridge Wires

(2014) Shunlong Li et al.   Journal of Bridge Engineering

Chloride-induced corrosion resistance of high-strength stainless steels in simulated alkaline and carbonated concrete pore solutions

(2011) Robert D. Moser et al.   CORROSION SCIENCE

Numerical and experimental study on the interaction cable structure during the failure of a stay in a cable stayed bridge

(2011) C.M. Mozos et al.   ENGINEERING STRUCTURES

Experimental and Numerical Study of the Fatigue Properties of Corroded Parallel Wire Cables

(2011) H. Li et al.   Journal of Bridge Engineering

Critical stress intensity factors in steel cracked wires

(2011) J. Toribio et al.   MATERIALS & DESIGN

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

(2010) Shunlong Li et al.   Structural Control & Health Monitoring

Fatigue life prediction of corrosion-damaged high-strength steel using an equivalent stress riser (ESR) modelPart I: Test development and results

(2009) D.T. Rusk et al.   INTERNATIONAL JOURNAL OF FATIGUE

Hydrogen embrittlement and corrosion fatigue of corroded bridge wires

(2008) Shun-ichi Nakamura et al.   JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH

Nanostructure and mechanical properties of heavily cold-drawn steel wires

(2008) Y.S. Yang et al.   MATERIALS SCIENCE AND ENGINEERING A-STRUCTURAL MATERIALS PROPERTIES MICROSTRUCTURE AND PROCESSING

Mechanical behaviour of pitting corrosion of flexural and shear reinforcement and its effect on structural reliability of corroding RC beams

(2008) Mark G. Stewart   STRUCTURAL SAFETY