Spatial time-dependent reliability analysis of corroding pretensioned prestressed concrete bridge girders

By M. S. Darmawan, Mark G. Stewart. 2007

239 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Materials Chemistry

View Paper: https://www.semanticscholar.org/paper/dd5edcca87093ff8e58119cfe33f4ed7e696c85c

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. D. Reagan
2. Christopher Niezrecki
3. Alessandro Sabato
4. Mark G. Stewart
5. Dimitri V. Val

In Materials Chemistry

1. Mark G. Stewart

Citations in the corpus

• Feasibility of using digital image correlation for unmanned aerial vehicle structural health monitoring of bridges (2018, background): “chloride contamination).(10,11) With particular reference to concrete bridges, they can experience various grades of integrity loss over time from several factors.”
• Pitting corrosion and structural reliability of corroding RC structures: Experimental data and probabilistic analysis (2008, unknown): “This failure mode has been modelled as a brittle parallel system of prestressing strand capacity for prestressed concrete structures [23].”
• Mechanical behaviour of pitting corrosion of flexural and shear reinforcement and its effect on structural reliability of corroding RC beams (2009, background): “, [18–20]) and recently for Y16 and Y27 reinforcing bars [13].”