Sentence examples for maximum compression strength from inspiring English sources

The strain ratio of the elastic limit to the strain at maximum strength increased according to the maximum compression strength of material.

The maximum compression strength was obtained for the NCM with the MCNT concentration of 20 wt.% and its value is σcompr = 55 ± 3 MPa, which is 20% higher than that of the F4.

Considering optimized condition offered by analysis of variance (ANOVA), maximum density (5.314 g/cmaximumximum hardness (786 HV), maximum compression strength (97.76 MPa) and minimum specific wear rate (0.0251 mm3/Nm) of FeNi Al2O3 nanocomposites were obtained.

It reaches 2%% of the maximum compression strength of the block, and the total average value without considering the compression strength change of the block was about 80%% of the strain when the strain at the elastic limit was at the maximum strength.

With the quadratic orthogonal regression model, verified by experimentation, the maximum compression strength of approximately 180 kPa was obtained at the following optimal conditions: NCO/OH molar ratio of 1.24:1, glycerol addition of 12.11%, catalyst loading of 0.76%, and blowing agent addition of 1.31% in relation to the total mass of polyols.

Response surface methodology (RSM) based on central composite design (CCD) was employed to optimize four process parameters: NCO/OH molar ratio, loading of crosslinking agent (glycerol), loading of catalyst (a mixture of triethylene diamine, stannous octoate, and triethanolamine), and loading of blowing agent (water) for the maximum compression strength of the rigid BPU foams.

As shown in Fig. 14, when concrete subjected to compression load, the stress strain starts linearly in an elastic manner up to about 30percentt of the maximum compressive strength σ cu, then, the stress increases gradually up to the maximum compressive strength, and then, the curve descends into a softening region, and eventually crushing failure occurs at an ultimate strain ε cu.

Here Smin is the maximum compression stress and So is the compression strength.

The independent variables were the loading geometry, the angle subtended by the contact area, disk diameter and thickness, maximum aggregate size, and the sample compression strength (CS).

This study presents an effective calibration method to determine the material parameters for this model as functions of uniaxial compression strength and the maximum aggregate size of concrete according to formulas from CEB-FIP code and concrete test data from other published literatures.

Different pressure and temperature values at different points of the furnace bed, grate speed and bed height have been used as decision variables whereas the bounds on cold compression strength, abrasion index, maximum pellet temperature and burn-through point temperature have been treated as constraints.