Deformation and energy damage characteristics of granite-concrete composite under uniaxial compression.

ABSTRACT: To investigate the influence of the fractured rock-concrete interface on the mechanical response of the rock mass and engineering, the mechanical properties and energy evolution of granite-concrete composite specimens with 16 different fracture inclinations were examined through uniaxial compression particle flow simulation. The results show that when the relative area is constant, the larger the fracture dip angle is, the compressive strength of the composite body presents a similar "peak" type change; the dip angle appears to have the maximum value at 60 o and 90o and the minimum value at 0 o and 30 o, while the peak elastic modulus presents a "waterfall" type change, and the maximum value appears at 90o. The crack types were classified as shear cracks, tensile cracks, secondary shear cr

SUBMITTER: Li Q 

PROVIDER: S-EPMC11892862 | biostudies-literature | 2025

REPOSITORIES: biostudies-literature