Climate change impact and risks of concrete infrastructure deterioration

Engineering Structures

Volumn 33, Issue 4, 2011, Pages 1326-1337

  Stewart, Mark G ^a   Wang, Xiaoming ^b   Nguyen, Minh N ^b  

^a UNIVERSITY OF NEWCASTLE   (Australia)

^b CSIRO   (Australia)

Author keywords

Climate change; Concrete; Corrosion; Risk; Structural reliability

Indexed keywords

ATMOSPHERIC CO; AUSTRALIA; CHLORIDE INDUCED CORROSION; CLIMATE CHANGE IMPACT; CORROSION DAMAGE; CORROSION INITIATION; CORROSION LOSS; DAMAGE RISKS; DETERIORATION PROCESS; ELEVATED CO; EMISSION REDUCTION; EMISSION SCENARIO; GENERAL CIRCULATION MODEL; INDUCED DAMAGE; LOCAL TEMPERATURE; MARINE EXPOSURE; MATERIAL PROPERTY; POLICY INTERVENTION; PREDICTIVE MODELS; PROBABILISTIC ANALYSIS; REINFORCEMENT CORROSION; STRUCTURAL RELIABILITY; TEMPERATURE INCREASE; TEMPERATURE RISE; TIME-PERIODS; UNITED KINGDOM;

ATMOSPHERIC HUMIDITY; CARBONATION; CHLORINE COMPOUNDS; DETERIORATION; GLOBAL WARMING; REINFORCEMENT; RELIABILITY; RISKS; UNCERTAINTY ANALYSIS;

CORROSION RATE;

CARBON DIOXIDE; CLIMATE CHANGE; CONCRETE STRUCTURE; CORROSION; GENERAL CIRCULATION MODEL; GLOBAL WARMING; INFRASTRUCTURE; PROBABILITY; RISK ASSESSMENT;

AUSTRALIA; DARWIN; NEW SOUTH WALES; NORTHERN TERRITORY; SYDNEY [NEW SOUTH WALES];

EID: 79951952393     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2011.01.010     Document Type: Article

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