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Assuming a linear softening stress-equivalent crack opening relation, the numerical methodology is first validated against experimental results on plain concrete.
The tensile stress-strain relationship, crack width distribution, fiber bridging stress – crack opening relation, matrix fracture toughness and compressive strength values have been experimentally determined.
For ultra-high performance fiber reinforced concrete (UHPFRC), the constitutive model tensile backbone varies with section heights for different flexural members, due to the size-dependent stress-crack opening relation used to derive it.
The model accounts for the (i) degree of pre-damage, (ii) fracture behavior of concrete and UHPFRC through their respective specific fracture energy and stress-crack opening relation, and (iii) elasto-plastic behavior of the reinforcing steel.
The model accounts for the (i) degree of pre-damage, (ii) fracture behavior of concrete and UHSC through their respective specific fracture energy and stress-crack opening relation, and (iii) elasto-plastic behavior of the reinforcing steel.
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Attained residual stress-crack opening relations were compared with the post-cracking behavior, defined using RILEM technique.
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