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Elementary Failure Mechanisms in Thermally Stressed Models of Fiber
Stable Microcracking in Cementitious Materials
Structural Characterization of Steel Fibre Reinforced Concrete
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aggregate analysis applied beams bending bond brittle materials calculated carbon carbon fibres cement paste ceramics coefficient composite materials compressive strength constant crack growth crack propagation crack tip criterion cured curve damage deflections deformation density determined displacement distribution effect elastic elastic moduli epoxy-modified mortars equation experimental failure fibre reinforced concrete Figure finite element flexural strength fracture mechanics fracture toughness free edge function grains GRC mortars impact increase influence interface interfacial zone interlaminar investigated laminate layer length linear loading matrix maximum measured mechanical properties method microcracking microhardness microstructure mix proportions mode mortars notch observed obtained parameters phase plane Poisson's ratio polymer polymer-cement ratio polymer-modified mortars pores porosity predict region resistance samples SFRC shear shown shrinkage silica fume silica fume content sintering specimens stiffness strain energy stress intensity factor structure surface Table temperature tensile strength test results thermal tobermorite values whisker Young's modulus