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In order to obtain additional information on the web crippling behaviour of each test specimen, non-linear numerical simulations are performed.
In order to obtain additional information on the web crippling behaviour of each test specimen, several types of analyses are performed: (i) quasi-static non-linear analyses (using finite elements), (ii) elastic buckling analyses (using finite elements and the GBTWEB software), and (ii) rigid-plastic analyses (using yield-line theory).
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The behaviour of birds in each test was compared to see whether both tests provided similar evidence of changed emotional state.
We study the limiting behaviour of this test statistic under the null hypothesis and under alternatives.
The fatigue behaviour of grooved test specimens has been investigated in this paper.
Typical failure modes, local strain evolution and stiffness degradation behaviour of the test open-hole details are reported.
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.
A finite element analysis was done in order to characterize the different phases of the mechanical behaviour of a test specimen during the bottom bending process.
This latter study provides valuable information regarding the differences between the behaviour of isolated test specimens and real strengthened flat slabs.
Gas residence time behaviour of the test plant.
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