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The numerical predictions of failure loads, failure patterns and load-displacement curves are compared to the experimental results.
The effects of a varied range of web openings on deflections, crack widths, cracking loads, failure modes, and ultimate shear strengths were studied, and the influence of web reinforcement was investigated.
The experimental punching loads, failure modes and shear reinforcement contribution are compared with the provisions of EC2, ACI 318-11 and MC2010.
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Table 4 Comparison of cracking load, yield load, and failure loads.
Table 3 Specimen's cracking load, failure load, and deflection.
Criteria for failure were the same as used for the axial loading failure tests.
As provided in Table 1, the end slip at the ultimate load failure is observed between 2 to 3.6 mm.
The failure load, failure mode, deflection, strain and cracking behavior are discussed.
Tensile failure and orderly failure surfaces occur under unloading conditions while irregular damaged rock blocks are produced during loading failure.
Two kinds of model tests are simulated: one is loading failure test and the other creep failure test.
However, under compressive loading, failure of the first trabecula does not precede immediate complete failure of microstructure.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com