1.Inreinforced concrete, metal bars, rods, wires, or other slender members which are embedded in concrete in such a manner that the metal and the concrete act together in resisting forces. 2.Material added to provide additional strength. ...
On the other hand, when shear was the governing failure mode, the behaviour was very similar between the SS and CS RC beams. This is largely attributed to the relatively small cross-section of the examined specimens (which were 100 mm × 150 mm) resulting in compression failure occurring ...
a.The occurrence or experimental introduction of an unconditioned stimulus along with a conditioned stimulus. b.The strengthening of a conditioned response by such means. c.An event, circumstance, or condition that increases the likelihood that a given response will recur in a situation like that ...
Second shear reinforcement B provides the hook section for the free edge of the steel stick which displays U letter condition.< Choice figure > Drawing 3三桶達夫加納宏一趙唯堅
3.12. As a result, the flexural design strain ɛcm,u given by Theorem 3.1 (Eq. 3.1) can be used to calculate the flexural strength with only insignificant error. This means that the condition in Theorem 3.1 that the compression bar is yielded before the onset of the flexural strength ...
Shield misalignment is a common problem in shield tunnels, which seriously affects the safety and durability of tunnels. However, at present, there is a lack of research on the influence of shield misalignment on the shear capacity of the circumferential joint structure, and...
Plants are often assumed to be capable of freely translocating resources from one part of the plant to all other parts, a condition that we describe as integrated. In reality, many vascular plants are sectorial, meaning that the movement... CM Orians,B Babst,AE Zanne - 《Vascular Transport ...
Geotextiles as reinforcement materials not only increase shear strength but also improve ductility and provide smaller loss of postpeak strength in reinforced sand in comparison with unreinforced sand. There is synergistic improvement in the total system strength created by the introduction of a geotextile...
The agent behavior is rendered stable by providing additional reward if the predicted wall-shear stress is within 1% of the true value. Log-law-based wall model The second model is based on the existence of a logarithmic (log) layer in the near-wall region of turbulent flows, present in ...
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