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Penalty method is used for modeling of interface between the face sheets and the core in the sandwich beam.
Due to the mismatch of stiffness properties between the face sheets and the core, sandwich panels are susceptible to delamination, which is a major problem in sandwich construction.
In applications, such as the building sector, in which thermal performance is crucial, the webs are thin and widely spaced to reduce conduction between the face sheets.
In all specimens, initial cracking was observed in the core, and the M-G and U-G specimens suffered core failure, with severe delamination between the face sheets and cores.
Analytical treatment of the deformations in adhesively bonded joints on elastic foundations is presented, with special attention to the specific case of adhesive joints between the face sheets of sandwich beams.
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The debonding of the adhesive between the face sheet and the core was identified to be the major failure mode.
The bond capacity between the face sheet and core plays an important role in the flexural capacity of a sandwich panel.
Hybrid Sandwich Panel (HSP) further increases the blast resistance with addition of hyper-elastic material in between the face sheet and core.
Tension tension fatigue tests caused debonding at the gaps followed by initiation of cracks in the adhesive layer between the face sheet and core.
The crack with various lengths is opened between the face sheet and foam core, such as 50, 100, 150 and 200 mm.
The influence of an adhesive layer between the face sheet and core on the effective properties of the sandwich is also discussed.
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