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Related Concept Videos

Accelerated Curing of Concrete01:25

Accelerated Curing of Concrete

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Accelerating concrete curing is achieved by applying heat and additional moisture. This process accelerates the hydration of the cement, resulting in an earlier strength gain in the concrete. Steam curing is a method wherein the concrete products are either transported through a chamber on a conveyor belt or encased in plastic, allowing steam at atmospheric pressure to circulate freely around them. This process begins with a phase of moist curing that typically lasts between 3 to 5 hours, after...
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Unsoundness of Aggregate due to Volume Change01:26

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Unsoundness in aggregates due to volume changes is primarily caused by the physical alterations aggregates undergo, such as freezing and thawing, thermal changes, and wetting and drying. Unsound aggregates, when subjected to these changes, result in volume change upon disintegration. This, in turn, contributes to the deterioration of concrete, including scaling, pop-outs, and cracking. Particular types of aggregates, such as porous flints, cherts, and those containing clay minerals, are...
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Masonry in Cold and Hot Weather Conditions01:21

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In cold weather, masonry construction requires specific precautions to ensure mortar does not freeze before curing, as this can significantly weaken its strength and watertightness. Mortar temperature should be maintained between 60°F and 80°F to support proper hydration and curing. Below 40°F, mortar water must be heated, but should not exceed 120°F as high temperatures can reduce mortar's compressive and bond strength.
Other key practices include keeping masonry units...
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Thermal expansion and Thermal stress: Problem Solving01:27

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San Francisco's Golden Gate Bridge is exposed to temperatures ranging from -15 °C to 40 °C. At its coldest, the main span of the bridge is 1275 m long. Assuming that the bridge is made entirely of steel, what is the change in its length between these temperatures?
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In hot, dry climates, the thermal mass of masonry walls can be beneficial, absorbing heat during the day and releasing it at night, thereby stabilizing indoor temperatures. However, in most other climates, additional insulation is necessary to enhance thermal resistance.
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If the temperature of an object is changed while it is prevented from expanding or contracting, the object is subjected to stress. The stress is compressive if the object expands in the absence of constraint and tensile if it contracts. This stress resulting from temperature change is known as thermal stress. It can be quite large and can cause damage. To avoid this stress, engineers may design components so they can expand and contract freely. For instance, on highways, gaps are deliberately...
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Artificial Thermal Ageing of Polyester Reinforced and Polyvinyl Chloride Coated Technical Fabric
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Durability of a New Thermal Aerogel-Based Rendering System under Distinct Accelerated Aging Conditions.

Joana Maia1, Marco Pedroso2, Nuno M M Ramos1

  • 1Institute of R&D in Structures and Construction (CONSTRUCT), Laboratory of Building Physics (LFC), Faculty of Engineering (FEUP), University of Porto, 4200-465 Porto, Portugal.

Materials (Basel, Switzerland)
|September 28, 2021
PubMed
Summary

This study evaluated the durability of a new thermal aerogel-based rendering system under various accelerated aging conditions. The researchers tested mechanical properties and water absorption in both uncoated and coated specimens. They found that freeze-thaw cycles reduced mechanical strength, but water exposure promoted hydration, which increased adhesive strength. The material became more flexible after aging, which may reduce cracking. These findings suggest that hydration can improve long-term durability. The study provides insights into how these materials respond to environmental stressors.

Keywords:
accelerated agingaerogelcement-based mortardurabilityexperimental testthermal renderthermal insulation durabilityaerogel cement compositesconstruction material agingfreeze-thaw testing

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Area of Science:

  • Building materials durability
  • Construction material testing
  • Thermal insulation systems

Background:

Current research on building materials often overlooks the long-term effects of environmental stressors on novel thermal insulation systems. Prior studies have established that cement-based materials can undergo hydration and densification when exposed to moisture. However, no prior work had resolved how thermal aerogel composites respond to repeated heating, freezing, and thawing cycles. This gap motivated the need to evaluate mechanical and hygric properties under controlled aging conditions. Existing methods focus on single stressors, but real-world environments involve multiple simultaneous factors. The hydration process in cement is well-documented, but its interaction with thermal cycling remains unclear. No prior work had resolved the impact of these combined stressors on aerogel-based systems. This uncertainty drove the development of a multi-cycle aging protocol. The need to understand material behavior under accelerated aging is essential for predicting real-world performance.

Purpose Of The Study:

The study aimed to evaluate the durability of a new thermal aerogel-based rendering system under various accelerated aging conditions. The specific problem addressed was the lack of comprehensive data on how these systems respond to combined thermal and moisture stressors. The motivation stemmed from the growing adoption of aerogel composites in building envelopes. The research focused on mechanical properties and water absorption behavior. The goal was to simulate real-world aging through controlled heating, freezing, and thawing cycles. The study sought to determine how these cycles affect structural integrity and adhesion. No prior work had resolved the interplay between hydration and mechanical degradation. The findings aim to inform material specifications for construction applications.

Main Methods:

The study employed a multi-step aging protocol involving heating-freezing, freeze-thawing, and heat-cold cycles. Both uncoated and coated specimens were tested to assess durability differences. Mechanical properties such as compressive strength and dynamic modulus were measured. Capillary and liquid water absorption tests were conducted to evaluate hygric behavior. The aging cycles were adapted from standard construction material testing protocols. The specimens were subjected to repeated temperature fluctuations to simulate environmental stressors. Mechanical testing followed ASTM and EN standards for construction materials. The results were analyzed to determine changes in material properties over time.

Main Results:

Freeze-thaw cycles caused a significant decrease in mechanical strength of the aerogel-based rendering system. The coated specimens showed slightly better performance than uncoated ones. Water exposure promoted late hydration of the cement matrix, leading to densification. This densification increased adhesive strength despite mechanical degradation. The dynamic modulus of elasticity decreased after aging, indicating reduced stiffness. Poisson's ratio increased, suggesting improved adaptability to substrate movements. Capillary absorption decreased with aging, which may reduce long-term water ingress. The results suggest that hydration can partially offset mechanical losses from aging.

Conclusions:

The authors suggest that the observed hydration process may contribute to the long-term durability of the aerogel-based rendering system. The increase in adhesive strength after water exposure indicates a potential self-reinforcing mechanism. The decrease in dynamic modulus implies improved flexibility under stress. The rise in Poisson's ratio suggests better compatibility with substrate movements. These findings may inform the design of more resilient thermal insulation systems. The study highlights the importance of considering hydration in durability assessments. The results may guide the selection of aging protocols for future material testing. The authors propose that these effects warrant further investigation in real-world conditions.

Freeze-thaw cycles caused a significant decrease in mechanical strength, particularly in uncoated specimens.

Water exposure promoted late hydration of the cement matrix, leading to densification and increased adhesive strength.

The increase in Poisson's ratio suggests the render can better adapt to substrate movements, potentially reducing cracking.

Capillary absorption decreased with aging, which may reduce long-term water ingress and improve durability.

The dynamic modulus of elasticity decreased, indicating reduced stiffness, while Poisson's ratio increased.

The authors suggest hydration may partially offset mechanical losses from aging, contributing to long-term durability.