User profiles for Mark G. Stewart

Mark G Stewart

University of Newcastle, Australia
Verified email at newcastle.edu.au
Cited by 17605

Structural reliability of concrete bridges including improved chloride-induced corrosion models

KAT Vu, MG Stewart - Structural safety, 2000 - Elsevier
A structural deterioration reliability (probabilistic) model has been used herein to calculate
probabilities of structural failure. New reinforced concrete corrosion initiation, corrosion rate …

Risk assessment for civil engineering facilities: critical overview and discussion

MH Faber, MG Stewart - Reliability engineering & system safety, 2003 - Elsevier
The present paper should be seen as a basis for discussion of important aspects of risk
analysis and assessment, as well as attempting to describe risk assessment in accordance with …

Climate change impact and risks of concrete infrastructure deterioration

MG Stewart, X Wang, MN Nguyen - Engineering Structures, 2011 - Elsevier
Atmospheric CO 2 is a major cause of reinforcement corrosion in bridges, buildings, wharves,
and other concrete infrastructure in Australia, United States, United Kingdom and most …

Structural safety and serviceability of concrete bridges subject to corrosion

MG Stewart, DV Rosowsky - Journal of Infrastructure systems, 1998 - ascelibrary.org
A structural reliability analysis model is developed to include interaction between transverse
cracking, diffusion of chlorides, and corrosion initiation; influence of design specifications on …

Risk-informed decision support for assessing the costs and benefits of counter-terrorism protective measures for infrastructure

MG Stewart - International Journal of Critical Infrastructure Protection, 2010 - Elsevier
The paper describes risk-informed decision support for assessing the costs and benefits of
counter-terrorism (CT) protective measures for infrastructure. Such a decision support …

Time-dependent reliability of deteriorating reinforced concrete bridge decks

MG Stewart, DV Rosowsky - Structural safety, 1998 - Elsevier
A structural deterioration reliability model is developed to calculate probabilities of structural
failure (flexure) for a typical reinforced concrete continuous slab bridge. Corrosion may be …

Life-cycle cost analysis of reinforced concrete structures in marine environments

DV Val, MG Stewart - Structural safety, 2003 - Elsevier
Chloride-induced corrosion of carbon steel reinforcement is the main cause of deterioration
of reinforced concrete (RC) structures in marine environments. One of the ways to protect RC …

Spatial variability of pitting corrosion and its influence on structural fragility and reliability of RC beams in flexure

MG Stewart - Structural safety, 2004 - Elsevier
A stochastic process for assessing the effect of spatial variability of pitting corrosion on
structural reliability and fragility is developed for singly reinforced simply supported reinforced …

[BOOK][B] Terror, security, and money: Balancing the risks, benefits, and costs of homeland security

J Mueller, MG Stewart - 2011 - books.google.com
In seeking to evaluate the efficacy of post-9/11 homeland security expenses--which have risen
by more than a trillion dollars, not including war costs--the common query has been," Are …

Pitting corrosion and structural reliability of corroding RC structures: Experimental data and probabilistic analysis

MG Stewart, A Al-Harthy - Reliability engineering & system safety, 2008 - Elsevier
A stochastic analysis is developed to assess the temporal and spatial variability of pitting
corrosion on the reliability of corroding reinforced concrete (RC) structures. The structure …