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Microcrack nucleation and propagation models based on shear stress and plastic shear strain have been applied.
Experimental determination of shear transfer length based on shear strain field obtained from DIC is introduced to estimate the optimum overlap length which is an essential parameter in patch design for the repair of CFRP structures.
The approach is based on shear wave contact measurements and analyses shear wave birefringence to estimate variation of the attenuation coefficient and shear moduli ratio between warp and weft directions.
Finally, based on shear strength of the HLFC-filled CFS shear walls, the existing formula proposed by the standard CNS 383-16 isuitablele for predicting the shear strength of HLFC-filled CFS shear walls, and the differences between the experimental and calculated results were within 10%.
The communication is based on sheared memory model.
This strategy is mainly based on a softening shear stress-shear strain diagram adopted for modelling the crack shear stress transfer.
Detailed finite element implementation is presented for a recently developed technique (He et al., 2012) to characterize nonlinear shear stress strain response and interlaminar shear strength based on short-beam shear test of unidirectional polymeric composites.
A punching shear strength mechanical model for RC flat slabs with and without shear reinforcement, based on a beam shear model previously developed by the authors, is presented.
The material modelling was based on the simple shear and tensile-shear laboratory tests of the bonded joints made of thin aluminium and polyurethane plates with the flexible adhesive Terostat MS 9360® manufactured by Henkel AG & Co.
The finite element formulation is based on first order shear deformation theory, which takes shear deformation of the beam into consideration.
Dynamic compression of 5% applied on the PLA Glass scaffold with a strain rate of 0.005 s−1 has the benefit to generate mechanical stimuli based on both solid shear strain and fluid flow shear stress on large scaffold surface area.
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