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This study focused on the structural behavior of double barrel precast concrete (PC) box culverts where the width of each barrel may vary from that of the other. In lieu of using the elastic foundation beam method, current design codes specify use of reaction method to evaluate the internal force distribution between the two culvert segments. On the basis of a parametric study, a modification of reaction...
This experimental research aims to evaluate the impact resistance of the crimped wire mesh‐ and steel fiber‐reinforced concrete panels that receive the impact load of the high‐velocity projectile. The concrete panel's impact resistance was evaluated by using variables such as the steel fiber volume fraction, presence of crimped wire‐mesh reinforcement, thickness of panel, impact velocity, and the...
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