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Existing research indicates that well distributed diagonal cracks exist in the flange of the flanged RC walls with the shear lag effect and the effect should be calculated based on shear stiffness of the cracked concrete.
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The communication is based on sheared memory model.
The shear planes exerted a significant effect on shear stiffness and strength.
The effect of initial shear stress, K, on shear stiffness degradation is not clearly observable.
From Eq. (6), it is obvious that the maximum interfacial shear stress depends on shear stiffness of adhesive layer the most followed by concrete compressive strength, whereas FRP stiffness has the least effect on maximum shear stress.
The influence of effective confining pressure and initial shear stress on shear stiffness degradation was also examined through data obtained from the CTX tests.
In terms of the study on shear stiffness or deformation, Kim and Mander (1999) systematically researched the truss model and analyzed the shear stiffness of RC columns with the VATM which was derived using various numerical integration schemes.
It was integrated with the Liverscan to measure liver stiffness based on the shear wave propagation in liver tissues.
The rigid offset element is calibrated to give a good estimation of the initial stiffness based on the shear demand ratio of the connection.
The results show that despite their simplicity, the methods which are based on Stiffness and the Base Shear, have lots of disadvantages.
In order to obtain quasi-static solutions for liquid shells devoid of shear stiffness, several numerical stabilization schemes are proposed based on adding stiffness, adding viscosity or using projection.
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