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Influence of global warming on durability of corroding RC structures: A probabilistic approach

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In this article, a model for estimating the effect of CO2 emissions and temperature/humidity changes due to global warming on reinforced concrete (RC) structures is proposed. But the authors focus on the adaptation strategies, particularly focusing on the needs for risk-based selection of optimal adaptation measures.
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This article is published in Engineering Structures.The article was published on 2013-06-01 and is currently open access. It has received 94 citations till now. The article focuses on the topics: Global warming & Climate change.

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Life-cycle performance of deteriorating structural systems under uncertainty: Review

TL;DR: In this paper, a review of the main principles, concepts, methods, and strategies for life-cycle assessment and design of deteriorating structural systems under uncertainty is presented, with a focus on assessing the performance of structural systems.
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Potential use of phosphogypsum in alkali-activated fly ash under the effects of elevated temperatures and thermal shock cycles

TL;DR: In this paper, the possibility of recycling calcined PG (CPG) as a partial replacement of fly ash (FA) in alkali-activated FA (AAFA) paste was studied.
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Damage risks and economic assessment of climate adaptation strategies for design of new concrete structures subject to chloride-induced corrosion

TL;DR: In this article, the authors assess the costs and benefits of two climate adaptation strategies for reinforced concrete (RC) structures placed in chloride-contaminated environments under various climate change scenarios.
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Climate Impact Risks and Climate Adaptation Engineering for Built Infrastructure

TL;DR: In this article, the authors describe how risk-based approaches are well suited to optimising climate adaptation strategies related to the construction, design, operation, and maintenance of built infrastructure.
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A review of the potential impacts of climate change on the safety and performance of bridges

TL;DR: An overabundance of evidence, both observational and from model projections, indicate that changes to the climate system are taking place at unprecedented rates as mentioned in this paper, although the magnitudes of these ch...
References
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Climate change 2007: the physical science basis

TL;DR: The first volume of the IPCC's Fourth Assessment Report as mentioned in this paper was published in 2007 and covers several topics including the extensive range of observations now available for the atmosphere and surface, changes in sea level, assesses the paleoclimatic perspective, climate change causes both natural and anthropogenic, and climate models for projections of global climate.
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Climate change 2007 : the physical science basis : contribution of Working Group I to the Fourth Assessment Report of the Intergovernmental Panel on Climate Change

Susan Solomon
TL;DR: In this article, the authors present a historical overview of climate change science, including changes in atmospheric constituents and radiative forcing, as well as changes in snow, ice, and frozen ground.
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Q1. What contributions have the authors mentioned in the paper "Influence of global warming on durability of corroding rc structures: a probabilistic approach" ?

This paper links RC deterioration mechanisms to CO2 emissions and global warming. The paper then outlines some adaptation strategies, particularly focusing on the needs for risk-based selection of optimal adaptation measures. Furthermore, various scenarios of global warming that can be used to assess the effect of climate change in structural reliability are proposed. 

The changes in environmental temperature, relative humidity and carbon dioxide concentration can increase corrosion risks resulting in more widespread corrosion damage and loss of structural safety. 

The most important factors considered in such a study are: carbon dioxide, methane and nitrous oxide emissions; global population growth; introduction of new and clean technologies leading to the reduction of CO2 emissions; and use of fossil sources of energy. 

the effect of atmospheric CO2 concentration change and global warming on both chloride ingress and carbonation should be considered the long-term management of RC structures. 

Reinforced concrete (RC) structures are subjected to environmental actions affecting their performance, serviceability and safety. 

The design options generally include the selection of cover, concrete mix, surface coating barriers, extraction, and cathodic protection. 

Corrosion reduces the structural capacity and the accumulation of corrosion products in the steel/concrete interface generates concrete cover cracking. 

Adaptation measures for new and existing concrete structures may include:(1) Surface treatments, (2) Realkanization, (3) Extra design cover, (4) Increase concrete durability, (5) Stainless or galvanised steel reinforcement, (6) Corrosion inhibitors, (7) Cathodic protection, and (8) Replace existing cover with new concrete. 

The age factor for microclimatic conditions (nm) associated with the frequency of wetting and drying cycles is nm=0 for sheltered outdoor conditions. 

While the change of cover is considered as the most straightforward design approach to reduce the impact of changing climate, other options may also include the selection or design of concrete materials to reduce the diffusion coefficient of deleterious substances –i.e. slow the ingress of those substances, and hence delay corrosion of concrete reinforcement. 

The assessment of corrosion effects on RC structures is a difficult task because several deterioration mechanisms interact in the process; ingress of the corroding agent –i.e., chlorides or carbon dioxide, corrosion of reinforcing steel and concrete cover cracking. 

The change of temperature and humidity produced by global warming for theupcoming years is modelled by a linear time-variant function. 

The final part of the study outlines some adaptation strategies for design and repair of RC structures accounting for climate change. 

Among these actions, chloride ingress and carbonation lead to corrosion of reinforcing bars that reduces the service life of RC structures. 

The results showed that global warming can reduce the time to failure by up to 31%, or shorten service life by up to 15 years for moderate levels of aggressiveness. 

The adopted chloride ingress model considers the interaction between three physical processes: chloride ingress, moisture diffusion and heat transfer. 

The proposed methodology is illustrated with a numerical example that studies the effects of climate change on the structural reliability and time to failure of a RC bridge girder placed in a chloride-contaminated environment. 

Taking into account the simplicity of the implementation and the computational time, the Karhunen-Loève expansion is appropriate to represent the weather variables.