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A parametric study was then carried out using the validated model to investigate the effect of the shear span-to-effective depth ratio, the main reinforcement rate and the compressive strength of concrete in the failure load and the contribution of secondary reinforcements.
The effect of the shear strain was correlated to the hardness evolution of the discs.
Furthermore, there is a significant difference in the effect of the shear history on the melt strength.
Numerical results are given to explain the effect of the shear centre offset on the natural frequencies.
This permitted an examination of the effect of the shear to normal stress ratio on the fatigue strength of fillet welds.
At last, the preliminary results of a time dependent study (effect of the shear tool speed and a non linear copper law) are discussed.
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The objective was to investigate the effect of the shear-to-compressive force ratio in puncture tests on watermelon, then design new probes that would improve the test's sensitivity.
The recommended equation for the ultimate shear strength of concrete in this study considers the effect of the shear-span to depth ratio to provide accurate forecasting results.
However, since the shear-span to depth ratio was not a variable in the experiment of Chiu et al. (2014), the suggested modification factor should be verified with consideration of the effect of the shear-span to depth ratio.
Shear crack strength of concrete Based on experimental data, in the calculation of the shear crack strength of HSRC beam specimens, this study suggests a modification factor (Eq. (15)), which can accounts for the effect of the shear-span to depth ratio of a beam, for Eq. (14) (original modification factor for normal-strength RC beam or column is 0.51).
The recommended equation for the ultimate shear strength of concrete v cu considers the effect of the shear-span to depth ratio to provide good forecasting results with a compressive strength of concrete herein of 70 or 100 MPa (Figs. 10b and 10c).
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