Sentence examples for modeling of tensile from inspiring English sources

The proposed model is applied to the modeling of tensile cracking in concrete.

Special attention has been paid to the measurement and modeling of tensile modulus, tensile strength, and torsional stiffness.

This article reports on the experimental determination and finite element modeling of tensile and compressive mechanical properties of solid polycaprolactone (PCL) and of porous PCL scaffolds with one-dimensional, two-dimensional and three-dimensional orthogonal, periodic porous architectures produced by selective laser sintering (SLS).

RSM is employed in modeling of tensile modulus and strength, and the obtained functions from RSM optimized by GA.

In conclusion, RSM can be employed reliably, successfully, and accurately in modeling of tensile modulus and tensile strength, and prediction of their values in tensile tests of PA-6/NC nanocomposites.

In this study, modeling of tensile strain of unbonded FRP tendon at ultimate state is presented first and compared with test results of the beam prestressed with unbonded CFRP tendons.

Models of tensile creep and relaxation modulus are built based on a viscoelastic, three-element model.

Motivated by previous modelling of tensile failure as well as experimental observations on compressive failures in single carbon fibers, we develop a new micromechanical model for the compressive failure process in unidirectional, planar composites.

In this work, a micromechanical model of tensile behavior of fibrous composites was formulated by taking into account of the stress-strain behavior of fiber and matrix, the directional arrangement of fibers in the composites, and the relative space occupied by the constituent fibers and matrix in the composites.

Thus, it is reasonable to develop a model of tensile stress and strain (TSS) based on RILEM TC 162-TDF and to develop a better model of compressive stress and strain (CSS) based instead upon previously suggested compressive models for FRC.

These innovative modifications in the analytical models included redefining the inclination angle of shear failure surface, redefining the effective depth of the section, considering the influence of the thickness of steel skin, and developing analytical models on tensile resistance of the overlapped headed studs.