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Open image in new window Fig. 10 Effect of heating and FRP confinement on behavior of test columns.
The explanation of the fatigue behavior of tested specimens consistent with the obtained results was formulated.
In order to evaluate mechanical behavior of tested material, series of conventional triaxial tests have been conducted.
On the contrary, the spacing of the reinforcement had a significant effect on the behavior of tested walls.
It may reflect true ovipositions or the behavior of testing soil with the ovipositors performed by crickets.
The experimental behavior of tested unreinforced masonry (URM) and confined masonry (CM) structures is compared against the pushover response of the corresponding computational models.
Afterwards, a multi-agent architecture is proposed in the design process to describe the behavior of testing a distributed chat group application on high level of abstraction.
The model provides a valuable tool for studying the pressure cooling behavior of test samples and for designing the pressure shift freezing process.
A non-linear finite element analysis (NLFEA) was constructed to simulate the flexural behavior of tested beams, in terms of crack pattern and load deflection behavior.
Compressive and splitting tensile strength of test cylinders as well as load deflection and cracking behavior of test beams with variable fiber contents have been evaluated.
In addition, the fracture behavior of tested specimens from the finite element simulation appeared in good agreement with the experimental results.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com