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Simulating Tensile and Compressive Failure Process of Concrete with a User-defined Bonded-Particle Model

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Figure

Fig. 1 Cluster generated by MATLAB. a Cluster consists of 1348 paticles, b isoparametric grid map.
Fig. 3 The final model and its aggregate distribution map. a Final model, b aggregate distribution map.
Fig. 4 Relation between strength and deformation for simplified residual strength theory.
Fig. 5 Contact behavior depicted as a square-section beam.
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