Article ID Journal Published Year Pages File Type
257883 Construction and Building Materials 2014 10 Pages PDF
Abstract

•Apply the scanning electron microscope (SEM) imaging techniques to study pore microstructure and capture frost damage.•Apply cohesive fracture model for fracture simulation with 3D sample.•Construct 3D digital sample with imaging processing.•Compare model prediction with detected frost damage in tested samples and validate ice crystallization pressure mechanism.

This paper develops microstructure characterization and computational modeling approaches to investigate the internal-frost damage due to ice crystallization pressure. The three-dimensional (3D) cohesive zone modeling (CZM) techniques were used to simulate frost-induced damage behavior within digital cement samples under subcooling temperatures. The 3D CZM techniques were firstly applied to simulate crack propagation through multi-pore systems with compact tension tests. Then the multiphase 3D bilinear cohesive zone models were developed to investigate the internal frost damage due to ice crystallization pressure within heterogeneous cementitious samples. The pore microstructure within cement paste samples were characterized with the scanning electron microscope (SEM) imaging techniques. The 3D imaging reconstruction techniques developed by National Institute of Science and Technology (NIST) were applied to generate the 3D digital SEM samples for frost damage simulation. The pore pressure at subcooling temperatures was calculated with thermodynamic analysis. The calculated pore pressure was input for crack initiation and propagation simulation with the 3D CZM. The predicted internal frost damage within SEM digital samples was compared with captured damage in actual specimens. The favorably predicted crack paths with digital samples indicate that the developed micromechanical analysis techniques have the ability to predict the internal frost damage. This study also showed that the pore pressure due to ice crystallization is sufficient to cause internal damage during freeze–thaw cycles.

Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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