Fiber-reinforced cementitious matrix (FRCM) composites are usually mechanically characterized by means of tensile and bond tests. The load responses provided by tensile tests of FRCM coupons are typically constituted of three phases, namely the uncracked, cracking, and fully cracked phase. Tensile tests can be performed by either transferring the force to the matrix (clevis- or clamping-grip test) or to the bare fibers (direct gripping of the fibers). The bond behavior of FRCM composites is generally investigated using single-lap shear test setups, which allow for the evaluation of the stress-transfer mechanism within the matrix, at the matrix-substrate interface, and at the matrix-fiber interface. Within the framework of fracture mechanics...