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Pomonis et al. (1999) surveyed structures in the Azores and determined failure loads based in part on material testing of roof timbers.
Fatigue results showed a significant decrease in the estimated fatigue limit and determined failure stress amplitude with increasing corrosion impact of the environments.
Based on the work presented in this paper, it can be concluded that EC 2, adopting the variable angle truss model, in general significantly underestimates the experimentally determined failure load.
The experimentally determined failure load and failure mode can be compared to analytical predictions of the bearing capacity according to the shear design procedures outlined in Eurocode 2 (EC 2) (European Committee for Standardization 2004; Bureau for Standardisation NBN 2010).
Furthermore, based on the formation of a secondary void population, the analysis also predicts with reasonable accuracy both the magnitude and stress-state dependence of the experimentally determined failure strains.
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In the numerical analysis, the Hashin failure criterion was used in order to determine failure loads and failure modes.
The study of the failure modes suggested that the aluminium layers play a major role in determining failure.
This measurement can be used to compare systems, understand system risks, determine failure dynamics, and guide system architecture.
Using CT-derived FE analysis to determine failure mechanisms has great potential for use as a tool in fracture analysis.
This relationship compares the applied stress, slenderness ratio, and laminate temperature at failure and may be used in design of composite laminate structures to determine failure.
Yamada-Sun failure criterion was used to determine failure loads of this kind of joints fabricated on WPC and results were compared with that of experimental observations.
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