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Overall, lime-system SHCC FRP specimens exhibit the best structural behavior and prestress retention.
In previous reports the authors have concluded that the ability of G550 sheet steels to undergo deformation is dependent on the direction of load within the material, where transverse specimens exhibit the least amount of overall, local and uniform elongation.
Model predictions are based on the results of un-notched strain control specimens and rely on the assumption that, for an equivalent stress strain state, both notched and plane specimens exhibit the same initiation lives.
None of the three specimens exhibit the marked lateral flare observed in the H. floresiensis ilium, but rather compare favourably with the morphology of larger modern H. sapiens.
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The thicker specimens in Group B exhibited the greatest amount of porosity (P<.0001); Group C specimens exhibited the least porosity.
Most specimens exhibited the thin-layer cohesive (TLC) failure pattern or the light-fiber-tear (LFT) failure pattern.
Ytterbia-stabilised specimens exhibited the highest rates of shrinkage, in both in-plane and through-thickness directions.
Overall, the specimens exhibited the same general cracking patterns beginning with initial cracking in the form of pure flexural cracks in the middle span followed by flexural-shear cracks just outside of the middle span.
Consistent fold appearance and load displacement curve shapes indicated that ten of the eleven test specimens exhibited the same symmetric, axial crush configuration response.
Specifically we report local strain mapping, along with in situ loading strain response, results on 4140 steel fatigue specimens exhibiting the crack growth retardation "overload effect".
These specimens exhibited the highest RCPT results indicating higher capacity to allow chloride ion penetration when compared to specimens with igneous and metamorphic rock aggregate of lower absorption values.
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