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The unidirectional strength is achieved by computing and optimizing the results of maximum deflection and maximum stresses at the location where maximum loads are applied.
An investigation is carried out, on the possible fields of applicability of the trimaran ships; then models of global maximum loads are proposed.
To this end, different assumptions regarding the increase in the mean stress range, number of applied cycles and maximum loads are made.
The deflection measurements obtained from the LVDTs at the L/4, 2L/4, and 3L/4 locations for the design, cracking, and maximum loads are tabulated in Table 4.
The results of the three intact beams; CB1, CB2 and CB3 in terms of the deformed shape, strain distribution, normal and shear stress distributions at the maximum loads are presented in Figs. 4, 5 and 6.
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Then, average values of critical maximum loads were extracted to be employed in FE analysis (Table 2).
Effective SPT yield and maximum loads were measured and correlated with yield and ultimate strengths of conventional tensile test.
Data provided by indentation tests at different maximum loads were used to estimate size-independent hardness and elastic modulus.
The average of all maximum loads was 264.8 kN, approximately 2.6% greater than the nominal tensile force (260 kN) of a 15.2 mm diameter seven wire strand.
For each of the test hollow reinforced concrete bridge columns, the predicted and the measured maximum loads were in good agreement.
The maximum load was 40 kilos.
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