Numerical Simulation of the Performance of Self-Healing Concrete in Beam Elements
نویسندگان
چکیده
The formation of cracks in concrete structures occurs due to a multitude causes ranging from shrinkage external loading and environmental exposure. This phenomenon can significantly affect the lifecycle structures. Self-healing (SHC) is considered promoted innovation capable overcoming this inevitable occurrence. In accordance with current SHC development processes, paper utilizes numerical simulation approach test performance reinforced beam specimens modeled using commercial software ABAQUS 6.14 (Vélizy-Villacoublay, France). aims contribute scarce literature on models by utilizing overlooked dicyclopentadiene (DCPD) agent ambiguous variability crystalline admixtures. introduced at various depths analyzed load against displacement curves compared reference model ordinary concrete. effects mechanical properties structural elements were determined. results show distinct improvement load-carrying capacity beams, indicating an efficient contribution applications.
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ژورنال
عنوان ژورنال: Buildings
سال: 2023
ISSN: ['2075-5309']
DOI: https://doi.org/10.3390/buildings13030809