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Specimen Strength increment (test) Strength increment (Kanno equation) Strength increment (proposed equation) LCS-1 26.2%4.98%% 27.53% LCC-1.
Specimen Test Kanno equation Proposed equation Strength increment C t Strength increment C t Strength increment SNI-1 14.8 0.21 10.7 0.21 16 STI-1 0.51 0.64.
Specimen Test Kanno equation Proposed equation Strength increment C wt Strength increment C wt Strength increment JL0-1 21.8 0.21 47 0.21 23 JL0-2 1 0.56 STI-1 15.2 0.21 53 0.21 22 STI-2 1 0.56 E-FBP extended face bearing plates.
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Both methods employ a simple linear interaction equation for strength prediction of the members under combined actions.
The study used both porosity strength correlations and strength electrical properties relationship to produce predictive equation for strength of oilwell cement.
An interaction equation for strength design of fixed steel arches that are subjected to combined bending and axial compressive actions against in-plane failure is also proposed.
This paper proposes an empirical equation for strength prediction of Class G oilwell cement using electrical conductivity at elevated pressure up to 3,000 psi and temperature up to 65 °C during the first 24 h of hydration.
For problems involving constitutive equation modeling strength degradation, it is important to try to find other solutions than the one obtained by using routinely a numerical code.
Get Back to Basics to Strengthen Your Muscles: The other part of the fitness equation is strength training.
Based on the statistical analysis, design equations and strength curves are recommended for the buckling strength of geometrically imperfect members.
The ratios of experimental to predicted (Code based and other existing equations) bond strength are summarized in Table 7.
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