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The finite element (FE) models of test specimens were developed and validated against experimental results.
The measurements were carried out for a more detailed analysis of stresses and deformations in welds samples using a strain-gauge and a Q100 laser device for measuring the 3D deformation and infrared thermographic non-destructive testing.Obtained data were used for the calibration of numerical models of test samples and they are necessary for further strain analysis of steel supporting elements.
An example of load-displacement curve showing individual pullout test results for both a standard and expandable screw in both models of test blocks can be seen in Figure 4.
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These noises play different roles in experiments dependent on the models of tested cameras.
Suitable finite element models of tested columns were also developed and validated using test results.
Following the experimental study, finite element models of tested RHFCBs were developed to simulate the experiments.
Finite element models of tested SupaCee sections were also developed and validated using the experimental results.
Finite element models of tested LSBs were developed using ANSYS, and the ultimate strengths, failure modes, and load displacement curves were obtained and compared with corresponding test results.
Different models of testing policy exist.
Alternative models of testing are therefore required to ensure the maximum testing coverage in rural populations.
These should be widely implemented alongside other models of testing to facilitate uptake in South Africa [ 43].
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