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The tested structures have been modelled by beams with changing bending stiffnesses.
For the present tested structures, the composite panels showed the best load-weight ratio.
A basic assumption for the use of these methods is the linear elastic behaviour of the tested structures.
This approach provided instant validation of designed FEM numerical models for describing limit states of the tested structures.
The probability distribution of the individual overtopping volumes for the tested structures also appears to be well described by a Weibull distribution.
The limit states corresponding to the loss of load-carrying capacity of the tested structures were described by the Tsai Wu failure criterion.
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Find the major group of the tested structure.
The tested structure model is shown in Fig. 5.
The main assumption is that most of the tested structure is non-defective.
A pre- tested structured questionnaire was used to collect data.
Data collection was carried out from May 04 to May 30, 2014 using a pre- tested structured questionnaire.
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