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Ultrasonic assessment of initial compressive strength gain of cement based materials.
Testing of flexural (left) and compressive strength (right).
Secimens during construction (left), test setup used in compressive tests (middle), observed failure mechanism and crack propagation (right).
Geometry and boundary conditions in uniaxial compressive test.
Effect of model shape on stress-strain curve for (a) direct tensile test, (b) uniaxial compressive testand (c) biaxial test models.
Deformability testing by (a) uniaxial compressive test and by (b) test for static elastic properties of rock.
Comparison of laboratory and simulated results of uniaxial compressive test.
"Gene prioritization by compressive data fusion and chaining".
We also determined mechanical properties, namely bending strength, compressive strength and hardness.
Alternately heating and cooling causes alternately performing tensile and compressive stresses which results in fatigue of the material.
Table 4.30: ummary of compressive strength results and classification of injection grouts after accelerated ageing.
Vertical strain 𝜀𝑦𝑦 ( ) for (a) Brazilian test, (b) direct tensile test, (c) uniaxial compressive test and (d) biaxial test models.
Horizontal strain 𝜀𝑥𝑥 ( ) for (a) Brazilian test, (b) direct tensile test, (c) uniaxial compressive test and (d) biaxial test models.
Effect of sample rotation angle on uniaxial compressive strength on SRM model: (a) scatter plot and (b) polar plot.
Figure 96: Dependence of the specific compressive strength (a) and the specific modulus of elasticity (b) on the age of the structural timber.
Figure 2.5: (a) Wall in the testing apparatus, (b) first compressive crack, (c) cracks on corners and (d) compressive failure of the wall.
Crack pattern comparison between: (a) laboratory sample, (b) Voronoi model and (c) continuum model in uniaxial compressive test.
Correlation between sample size and (a) Brazilian strength and (b) uniaxial compressive strength for silty marl and sandstone.
Figure 2.3: Test of compressive strength of mortar (a) on cube and (b) on prism and (c) test of flexural strength of mortar.
Failure of SRM sample after uniaxial compressive test at corresponding sample rotation angle (noted below every model).