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In this study, laboratory specimens and structural sizes are tested and the results discussed.
The differences between standard test specimens and structural components as well as the uncertainties related to the production procedure of CLT and the non-standardized test procedure are discussed.
The present approach enables straightforward investigation over a range of geometric constraint configurations encountered in test specimens and structural components by application of a far field KI−T loading.
In this study, a pre-impregnated carbon fibre reinforced epoxy repair system is evaluated through mechanical testing of tensile, double strap shear joint specimens, and structural testing of rehabilitated I-beams.
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The study presented in this paper concerns the material, mechanical, durability and short-term structural behaviour of concrete specimens and structures made with recycled aggregates sourced from high-quality concrete elements.
This study presents several designs for flash moulds intended to aid the damage-free production of polymeric specimens for mechanical and structural characterisation.
At the same times, kidney specimens were collected and structural and ultrastructural alterations in the GFB were assessed.
The DSC model is validated at both (1) specimen and (2) structural level.
In contrast, the 4-D method highlighted the dynamics of nanoscale specimens undergoing transient motions and structural changes.
The usual destructive testing has many disadvantages in Civil Engineering because involves the physical destruction of specimens to evaluate mechanical and structural characteristics.
The performance of ECC-MgO self-healing system was examined based on compressive strength recovery of pre-cracked cubic specimens and matrix micro-structural densification through Scanning Electron Microscope (SEM).
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