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In this approach, cracking of the concrete occurs when the principal tensile stress exceeds the ultimate tensile strength.
The experimental and numerical results show the axial displacement of sandwich plates under axial compressive loading increases slowly before reaching the limit, but the bearing capacity of the structure decreases rapidly once the load exceeds the ultimate load, with the slow increment of axial displacement until the sandwich plate cracks.
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A constant hazard ratio is derived for exceeding the ultimate limit of actions.
The probability of the stress exceeding the ultimate strength in an element determines the probability of fracture in this element and the relative micro-damage.
Furthermore, by optimizing the surface chemistry the wettability of LLZO was enhanced resulting in σadh exceeding the ultimate tensile strength of Li metal.
By comparing computational and experimental results, it is revealed that the rotor fractured on two regions one after another when the peak stress exceeded the ultimate strength of the material.
At the same time, the maximum tensile strains at the heel of the cylinder wall far exceeded the ultimate tensile strain and a circle of cracks occurred at the cylinder wall heel.
These fragilities can be applied to a wide range of bridges and collision conditions to evaluate the probabilities of exceeding the ultimate shear strain and column curvature capacity limits when a bridge pier is subjected to barge impact.
Even so, the measured maximum values exceeded the nominal ultimate strength of a strand (260 kN) by far.
The monotonic notch strength ratio, NSR, for 5 of 6 test conditions was greater than 1, which allowed many notched cyclic test values of Smax or Sm to exceed the unnotched ultimate tensile strength.
The test results have shown that tube rupture depends on the creep strength of the material; hence, instantaneous rupture does not occur even if the stress exceeds the design value of ultimate tensile strength.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com