Diagnostic of Concrete Samples of Pile Caps Affected by Internal Swelling Reactions

Delgado, J. M. P. Q.; Nascimento, N.; Silva, Fernando A. N.; Azevedo, António C.

doi:10.1007/s40996-020-00565-9

Cited by 3 publications

(3 citation statements)

References 14 publications

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“…Stresses associated with shrinkage and creep are considered to be two major factors affecting the durability of concrete structures over time. To better understand how these stresses evolve, many experimental test campaigns and numerical models have been developed, with the main aim of predicting specific responses to these phenomena [3].…”

Section: Introductionmentioning

confidence: 99%

“…Another important issue that changes the material's strength and strain properties is the internal expansion response of concrete, which causes the material to expand. Chemical and physical expansion processes activated by certain environmental conditions can lead to significant losses in the strength and stiffness of concrete structures [3]. When these environmental conditions exist, expansion damage may occur due to one or more pathologies affecting concrete structures [1,4].…”

Section: Introductionmentioning

confidence: 99%

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Chemical and Creep Models Applied to Concrete Damaged by Alkali–Silica Reactions

Roma,

Silva,

Bourbatache

et al. 2023

Buildings

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Concrete structures that experience internal swelling reactions are often affected by other deleterious mechanisms, such as creep and shrinkage. In Brazil and many other countries around the world, numerous cases of building foundations and concrete dams were investigated due to the damage associated with internal expansions. Macroscopic models for the numerical representation of these expansions must take into account the influence of key environmental parameters such as temperature, degree of saturation, and the rate of development of the chemical reaction. To be relevant in structural applications, concrete creep models must consider several important phenomena, such as non-linearity, multi-axiality, and thermal and drying effects. In order to prevent these pathologies, to plan rehabilitation work, and to develop new design procedures, numerical simulation using the finite element method (FEM) is a very useful tool. This work aimed to implement a chemical model to simulate the advancement of the internal expansion reactions and a mechanical model to simulate creep and shrinkage phenomena in COMSOL Multiphysics® to reassess concrete structures suffering from these mechanisms. Both models were implemented separately to evaluate their responses and compare them with the theoretical results and experimental benchmarks proposed by the developers of these models. The numerical results obtained presented an excellent agreement with the experimental results, with a deviation of less than 10%, which showed that the implementation of the developed numerical models was very efficient. Moreover, this research holds significant importance as the mathematical models used to simulate internal expansions in concrete are currently only available in limited-use FEM software’s. Therefore, demonstrating the successful implementation of these models in widely used finite element programs and their ability to produce reliable results would be a valuable contribution.

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Section: Introductionmentioning

confidence: 99%

Section: Introductionmentioning

confidence: 99%

Chemical and Creep Models Applied to Concrete Damaged by Alkali–Silica Reactions

Roma,

Silva,

Bourbatache

et al. 2023

Buildings

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show abstract

“…The cracking caused by internal chemical reactions, such as delayed etrringite formation and alkali silica reaction (ASR), is one of the major durability problems in concrete structures [ 1 , 2 , 3 ]. ASR has been viewed as a ‘cancer’ in concrete structures since it was firstly discovered and named by Stanton in the 1940s [ 4 ].…”

Section: Introductionmentioning

confidence: 99%

3D Microstructure Simulation of Reactive Aggregate in Concrete from 2D Images as the Basis for ASR Simulation

et al. 2021

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The microstructure of alkali-reactive aggregates, especially the spatial distribution of the pore and reactive silica phase, plays a significant role in the process of the alkali silica reaction (ASR) in concrete, as it determines not only the reaction front of ASR but also the localization of the produced expansive product from where the cracking begins. However, the microstructure of the aggregate was either simplified or neglected in the current ASR simulation models. Due to the various particle sizes and heterogeneous distribution of the reactive silica in the aggregate, it is difficult to obtain a representative microstructure at a desired voxel size by using non-destructive computed tomography (CT) or focused ion beam milling combined with scanning electron microscopy (FIB-SEM). In order to fill this gap, this paper proposed a model that simulates the microstructures of the alkali-reactive aggregate based on 2D images. Five representative 3D microstructures with different pore and quartz fractions were simulated from SEM images. The simulated fraction, scattering density, as well as the autocorrelation function (ACF) of pore and quartz agreed well with the original ones. A 40×40×40 mm3 concrete cube with irregular coarse aggregates was then simulated with the aggregate assembled by the five representative microstructures. The average pore (at microscale μm) and quartz fractions of the cube matched well with the X-ray diffraction (XRD) and Mercury intrusion porosimetry (MIP) results. The simulated microstructures can be used as a basis for simulation of the chemical reaction of ASR at a microscale.

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Numerical Analysis of Bottle-Shaped Isolated Struts Concrete Deteriorated by Delayed Ettringite Formation

Silva

Delgado

Lira

2021

Iran J Sci Technol Trans Civ Eng

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Diagnostic of Concrete Samples of Pile Caps Affected by Internal Swelling Reactions

Cited by 3 publications

References 14 publications

Chemical and Creep Models Applied to Concrete Damaged by Alkali–Silica Reactions

Chemical and Creep Models Applied to Concrete Damaged by Alkali–Silica Reactions

3D Microstructure Simulation of Reactive Aggregate in Concrete from 2D Images as the Basis for ASR Simulation

Numerical Analysis of Bottle-Shaped Isolated Struts Concrete Deteriorated by Delayed Ettringite Formation

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