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This work addresses the experimental identification of mode I cohesive law of wood bonded joints.
Mode I cohesive laws of carbon epoxy composite bonded joints were obtained using the direct method applied to the double cantilever beam test.
This evaluation allowed a consistent selection of experimental range of over which the identification procedure of mode I cohesive law is build up.
Among other results for mode I cohesive zones, there is a strong reduction of the fundamental frequency as both load and crack length increase and as yield strength decreases.
It is discussed how the failure mechanism, promoted by eccentric tile compression, can be studied as a Mode I cohesive crack propagation through the adhesive layer and a closed form estimate of the ultimate tile compression is provided.
We consider the minority elements of alloys as impurities and divide the cohesive energies of AlX alloys into four components :(i) cohesive energies of Al and X; (ii) solution energies of X in Al; (iii) X X interaction energies (IEs) in Al; (iv) many-body IEs of X-agglomerates in Al.
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An inverse problem of cohesive zone modeling is performed to obtain accurate mode-I cohesive zone laws from experimentally measured deformation fields.
A work-of-fracture method using three-point bend beam (3PBB) specimen, commonly employed to determine the fracture energy of concrete, is adapted to evaluate the mode-I cohesive fracture of fiber reinforced plastic (FRP) composite concrete adhesively bonded interfaces.
Finite Element simulations of the [02/θ4]s specimens using the model from part I for cohesive interface elements fatigue loading showed a good correlation with the experimental results.
It combines (i) a cohesive food soil, (ii) complex pipe geometries and (iii) continuous observation of the cleaning progress to investigate the mechanisms of cleaning in immersed CIP systems.
Finally, we looked at pathway enrichment through p-values (see Additional file 4) and performed a qualitative evaluation aimed to characterize each module according to inherently cohesive (i.e. intra-modular, self-contained) versus cross-talk (i.e. inter-modular, communicative) dynamics.
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