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Exact(2)
This relation is done assuming that if the laboratory specimen is under the same Stress Intensity Factor (KI) of real structure, both will have the same fracture behaviour and both will have plastic zones (pz) equals from crack tip.
The results indicate that the effect of meso-scale structure of concrete on the nonlinear and stochastic characteristics of macro stress-strain curves and failure patterns is different when the concrete specimen is under tension and compression loadings.
Similar(58)
Six specimens were designed to be over-reinforced whereas the remaining six specimens were under-reinforced.
All specimens were under water curing condition.
Whereas salt immersion and electrophoretic test specimens are under saturated condition and chloride diffusion becomes predominant.
Two of the specimens were under uniaxial loading, and the other two were under cyclic uniaxial loading.
The specimens were under long-term cyclic loads up to 1 × 107 cycles.
Each image of the specimen is recorded under specific settings of shift, bias and direction.
The Iosipescu specimen was deformed under simple shear.
The specimen was tested under monotonic tensile load in quasi-static condition.
The finished specimen was examined under a dissecting microscope and discarded if surface imperfections were observed.
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