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With regard to artificial aging, the continuous condensation produces the worst effects on the specimens, while better results were observed after the UV radiations.
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The porosity is found to have severely adverse effects on the specimen strength and cannot be neglected in mesoscale fracture modelling of concrete.
The effects of the specimen width on the tensile strength and fatigue behavior of fiberglass/epoxy coupons was investigated experimentally.
Repeated freezing and thawing significantly decreased the mechanical strength of the specimens but had an insignificant effect on the specimens' relative dynamic modulus of elasticity (RDME).
The general and subsequent contacts, used as parameters, showed the same failure behavior so that the stress delivered by the contact direction had little effect on the specimens, and the stress on the normal direction determined the compression behavior.
In the BT, one must consider the effect of the specimen thickness on the measured ITS value.
To evaluate the effect of the specimen design on the flexural strength (σf) and failure mode of ceramic structures, testing the hypothesis that the ceramic material under tension controls the mechanical performance of the structure.
At these levels, photo-bleaching is slow and it is widely assumed that under these experimental conditions, the incoherent light has no effect on the specimen.
Long loading duration may cause evaporation effects on the soil specimen.
Different annealing heat treatments and test temperatures were found to have considerable effects on the SMP specimen properties.
The radiological imaging had no effects on the condition of the specimens and no complications in the specimen conservation were discovered.
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