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The flexural and bond slip behaviours of the test beams are also studied numerically by employing the recently developed finite element models with and without bond slip effect.
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Gas residence time behaviour of the test plant.
Continuous investigations of gas residence time behaviour of the test plant.
For clarity, only the results for the and coefficients are shown but these are indicative of the relative behaviour of the test models for all coefficients.
Typical failure modes, local strain evolution and stiffness degradation behaviour of the test open-hole details are reported.
They signified importance of the out-of-plane reinforcement in the accurate estimation of load deformation behaviour of the test beams.
The results of the HDO experiments as well as the gas residence time behaviour of the test plant are given in this chapter.
These experiments demonstrate both a large variability in the material properties of ash from Eyjafjallajökull volcano and a strong contrast to the behaviour of the test sands.
The test data documenting the global and local behaviour of the test units is available online and can therefore serve as a reference point for the research community.
The quasi-static behaviour of the test specimens were converted to a dynamic representation using an energy balance approach to obtain the progressive collapse load.
It has been found that pre-test simulations with only coupon data as input are capable of providing a reasonable overall representation, but to closely match the behaviour of the test, a significant amount of post-test work is required.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com