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    The effect of beam width and crack-depth ratio on mode I fracture toughness of RCB: an experimental and numerical study by Seleem S. E. Ahmad, Ghada M.A. Gamiaa, Abd El-Monem I. El-Kholy

    Published 2024-01-01
    “…Experimental and numerical programs were designed to examine the effect of beam width, b, (120 and 250 mm) and crack-to-depth ratio, a/d, (0.1, 0.2 and 0.3) for concrete strength, fc, (40 MPa), on the behavior of stress intensity factor, K1C, and fracture energy, G, for reinforced concrete, RC, beams. …”
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