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In the hysteresis curve of the arched specimen the pinching effect is observed, while in the hysteresis curve of the infilled specimen this effect is not visible.
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Experimental results show that the salt-coated specimen showed relatively low fatigue life compared with the bare specimen, and this effect accelerated with the increased applied maximum stress.
From fractography of the fracture specimen, the effect of mixity on the failure mechanisms and crack paths is established.
By testing dry and saturated specimens, the effect of water content on concrete strength was also examined.
Our findings are the first to confirm this effect in human specimens, here among resected liver metastases.
This effect varies considerably among specimens and can be a limiting factor in reconstruction quality.
HPEPC has much less porosity than general EPS concrete and the EPS bead size applied in this study was 3 5 mm, which can lead to the specimen size effect.
Testing of larger specimens is recommended and the specimen size effect should be carefully considered in landslides risk assessment.
The observed specimen size effect is similar to the particle size effect introduced by Tatsuoka et al. (1991) and Kusakabe (1995).
It can be concluded that specimen end surface friction can produce specimen size effect in off-axis compression tests, and the specimen size effect is negligible when the friction between the specimen end and loading element is minimized.
The test specimen size effect of fracture toughness Jc of the material in the ductile-to-brittle transition temperature (DBTT) region is known to not be ignored.
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