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Theoretical ultimate load (N).
The comparison of experimental and theoretical ultimate loads for various frames is shown in Table 2.
The beams were subjected to four-point bending at 70% of their theoretical ultimate loads.
The column theoretical ultimate strengths (Pu(th)) were computed from the procedure outlined in a previous section.
All TBs decrease the theoretical ultimate tensile stress of α-Ti.
Based on experimental observations, a mathematical model has been proposed to calculate theoretical ultimate load for braced and partially infilled RC frames.
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However, existing experimental research shows that the theoretical high ultimate capacity of FRP strengthened reinforced concrete (RC) beams often cannot be achieved because of FRP plate debonding or horizontal cracking and subsequent loss of concrete cover below the reinforcing steel.
The proposed theoretical approach predicts ultimate loads reasonably compared to experimental value of ultimate loads.
Whatever their ultimate theoretical significance, these observations have been raised to the level of general principles.
Numerical results were used to update the theoretical expression of ultimate shear strength of SPSWs.
These bounds serve as an initial step for the tuple (rate, alphabet cardinality) optimization as in Section 6.2 but also as an ultimate theoretical bound of the individual reference strategies.
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