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Figure 3 shows the cross-section of the case study element.
The deformation of the case study element during its storage phase was monitored with low precision instruments (rolling tape for shortening and analogue deflection gauge for mid-span deflection), typical of the standard control of production, having as objective a global check.
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In the first case study, elements of a self-organizing system are modeled as agents so that their interactions and system-level behavior can be analyzed and optimized to design a protective convoy.
A model with 2D damage-sensitive elements has been used to investigate the axial and flexural behaviour of a case study wall element.
Table 1 Longitudinal reinforcement of the case study roof element.
Open image in new window Fig. 5 Assemblage of a precast industrial building with the case study roof element (courtesy of Angelo Basso): aerial view (a), internal view (b).
The precipitation in this case study had elements of both.
Therefore, and due to the huge size of the full-scale case study, the brick element was decided not to be divided, i.e., to be considered as one element.
As a case study, the finite element (FE) model for bulge forming of straight tube has been constructed and verified with published experimental data.
We demonstrate through this case study that Finite Element Methods constitutes an effective methodology for studying ancient buildings, with the proviso that more research is needed on the mechanical properties of building materials used in the past.
Examples of design deficiencies are presented; partitioned into in-plane (notched shear web) and delamination (stiffener runout) to demonstrate the respective failure modes, whilst the third case study (generic nacelle element) demonstrates a combination of these modes.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com