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Moreover, the complete stress strain curves of eight concrete cylinders obtained from four different experimental studies are plotted adopting both the stress strain relation of Saenz and the predictions for compressive strength of the approach.
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The proposed methodology gives more accurate predictions for the compressive stiffness and the compressive strength properties with a reduction of the average error to 11%and7.6%6%.
It is generally observed that the major stainless steel design codes provide conservative predictions for the compressive resistance of the members under cyclic loading, and a large dispersion of the FE-to-predicted ratio exists.
Based on the significance of the independent variables, it was concluded that the volume content, crushing strength and shape index of LWA showed more influence on the prediction model for compressive strength of LWAC.
A representative model created using the DE approach is used for prediction of compressive failure of 3DWC without having to seed imperfections for failure initiation.
An analytical model for prediction of compressive fatigue threshold strains in composite plates with barely visible impact damage (BVID) is presented.
Results of compressive strength test on cured specimens were used in regression analyses to obtain equations for prediction of compressive strength regarding the influences of size and placement direction.
Based on the experimental data, the predictive models are proposed for the prediction of compressive stress-strain relationship of self-compacting SFRC.
A series of regression analyses were performed on the test data to develop a generalized model for the prediction of compressive strength in HESC.
All of the results showed that GEP is a strong technique for the prediction of compressive strength values of concretes containing rice husk ash.
Satisfactory model performance is the motivation to present model predictions for the biaxial compressive failure envelopes of cement pastes, again as a function of gel space ratio.
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