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The developed numerical model was validated by performing gravimetrical water absorption experiments and X-ray radiography on mortar specimens with one or multiple artificial cracks.
Plain, grit-blasted, and plasma sprayed specimens with one to three coating layers were examined.
Specimens with one and two plies of thin carbon prepreg produced pseudo-ductile failure, whereas ones with three and four plies failed with unstable delamination.
The specimen dimensions were held constant for all core configurations, while the number of core layers varied, resulting in specimens with one layer, two layer, three layer, and four layers of foam core gradation.
This paper developed a novel vertically loaded wheel tester which can uniquely evaluate the rutting potential and friction resistance of eight multi-layer specimens with one experimental set-up.
The TRC specimens with one or two textile layers demonstrate no reinforcement efficiency, whereas those arranged with three to five textile layers exhibit pronounced strain-hardening behavior and consequently, prominent enhancement of tensile behavior and optimized cracking patterns.
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In this paper, static tests for two 1 2 length scaled HSSEBF-VSL specimens with one-bay and one-story were carried out, including one static pushover test and one cyclic loading test.
The fretting fatigue of a fan blade disk attachment in aircraft gas turbine engines was investigated, in which a sub-scaled specimen with one circular arc dovetail root at each end and its fixture were designed and tested under cyclic loading, and the stress distribution in the contact zone and its variation during loading were determined by use of the finite element method.
Each series of girders includes a control specimen, with no external CFRP for shear strengthening, and specimens strengthened with one, two, and for the second and fourth series, three layers of CFRP.
The polymeric mortar increased the ultimate strength of the specimens wrapped with one and two layers of GFRP by 5.4%and4.7%7% respectively, compared with similar specimens in the marine environment without the protective mortar.
This unexpected property is observed for single-sided samples as well as for double-sided specimens filled with one metal or with two different metals.
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