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Furthermore, the failure behaviour is analysed.
These beams possess a safe failure behaviour through post-fracture strength and ductility.
Failure behaviour of cross and angle ply, symmetrically laminated graphite-epoxy composite shell roofs are reported.
Developing modelling methodologies to characterise the post first-ply failure behaviour is an ongoing tough challenge.
However, the failure behaviour of the joints that connect the sandwich structures is not fully understood.
Paper presents results of FE modelling of failure behaviour of reinforced concrete columns under eccentric compression.
Various modelling methods have been proposed to predict the failure behaviour of adhesive joints.
Moreover, with these configurations it was possible to obtain a pseudo-ductile failure behaviour.
Axial loading plays an important role on the failure behaviour of tubular column.
The issues addressed regard failure behaviour, strength level and sensitivity to microstructural parameters.
The failure behaviour of quasi-brittle materials is often time-dependent.
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