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The test results included ultimate capacity, deflection, cracking, strains and mode of failure.
Test results were evaluated based on structural behaviors including capacity, deflection, and failure mode.
The failure mode, flexural capacity, deflection, crack width and ductility of the tested beams were investigated.
The data presented in this paper include the mode of failure, moment capacity, deflection characteristics, cracking behavior and ductility indices.
The parameters such as materials (aggregate type and fly ash), mix design method and reinforcement percentages are considered for evaluation of moment carrying capacity, deflection, and failure pattern.
Influence of reinforcement ratio and compressive strength of concrete (HSC and UHSC) on the load carrying capacity, deflection, energy absorption, strains in the concrete and reinforcement, and failure modes were investigated.
Similar(49)
The main issues focussed in the paper are: (i) the strengthening effect of the FRCM system on the flexural behaviour of reinforced concrete beams in terms of both ultimate capacity, deflections and ductility and (ii) the influence of the fibre reinforcement ratio on the occurrence of premature failure modes.
The failure characteristics, yield and ultimate capacities, deflection, cracking behavior, ductility and energy absorption capacities were evaluated.
Performance of specimen is evaluated on the basis of ultimate load carrying capacity, maximum deflection and deflection measured along the span of the beam.
Load-carrying capacities, deflections, interstory drifts, and ductility requirement are used as constraint functions.
Two failure criteria are included to determine the maximum load-bearing capacity and deflection.
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