Sentence examples for model for strength from inspiring English sources

Exact(3)

An analytical semi-laminar based model for strength prediction of NCF composite laminates loaded in compression is then suggested.

The fatigue life of composite structures with impact damage can be predicted accurately by applying the prediction model, which takes into account the residual strength after impact, the shape factor which considers geometric characteristics, and the fatigue characteristics of virgin composites that have not been impacted to the model for strength degradation following impact.

An analytic model for strength and reliability is developed which follows from the strength and reliability of un-notched composites by including, in a surprisingly simple manner, the effects of the stress concentration factor owing to the notch and the fiber pull-out stress around the notch.

Similar(57)

Theoretical experimental comparisons are performed using some available models for strength prediction of such members.

Subsequently, the phenomenological models for strength development of CSCN stabilized earth are established.

This limits the possibility for developing purely empirical models for strength and performance deterioration for use in structural safety and serviceability assessment.

This paper presents a refined Finite Element modelling for strength prediction, and especially bearing strength prediction, of mechanically fastened joints in CFRP laminates.

This paper also presents the findings of a correlation study conducted for determining the influences of affective variables using nonlinear regression analysis to establish significant prediction models for strength based on mixture parameters.

Our model for soil strength accounted for random effects among transects and showed that soil strength decreased with rain, trail area, dripline, and horse sign (i.e., hoof prints or horse feces).

The four best models were recorded and compared with Models 1 4 for strength of three-way interaction.

Campione and Minafo (2010) derived new model for high strength concrete confined with steel ties.

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