Results 1 to 10 of about 880 (252)
Validity of the Shear Panel Theory as a Reduced Modelling Approach
The increasing complexity of large-scale thin-walled structures can be handled by using a hierarchical modelling approach. However, in structural engineering a true preliminary design phase is frequently skipped, since reduced models are often either ...
Moritz Bäß, Kai-Uwe Schröder
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In this paper, the free vibration response of a stiffened functionally graded graphene nanoplatelet (GPL)-reinforced composite multilayer cylindrical shell panel is studied for the first time.
Yuhua Zhou +6 more
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Simply Curved Shear Panel Theory in Three-Dimensional Space
The increasing complexity of large-scale thin-walled structures can be effectively addressed using hierarchical modelling approaches. However, in structural engineering, true preliminary design phases are often skipped due to the unavailability or ...
Moritz Bäß, Kai-Uwe Schröder
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Testing of concrete panels subjected to pure in-plane shear loading is necessary to elucidate the shear behavior of concrete. However, available data for predicting the shear capacity and behavior of steel fiber-reinforced concrete are rather limited ...
Suyash K. Wagh +2 more
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This research is concerned with the free vibration and buckling analysis of carbon nanotube-reinforced beams (CNT-RBs) using a novel high-order shear deformation theory (HSDT).
Mohammed Amine Kenanda, Fodil Hammadi
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Geometrically Nonlinear Free Vibration Analysis of Cylindrical Shells Using high Order Shear Deformation Theory-A Finite Element Approach [PDF]
A nonlinear finite element model for geometrically large amplitude free vibration analysis of laminated composite shallow cylindrical shell panel is presented using high order shear deformation theory (HSDT). The nonlinearity is introduced in the Green –
Nabil Hassan Hadi, Kayser Aziz Ameen
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Connection between multicell shaped concrete-filled steel tube (MCFST) columns and steel beams gives full play of strength and properties of steel tube and core concrete and has many advantages in mechanical and seismic performance. Shear behavior of the
Xi Chen, Jianyang Xue
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Shear stresses in rectangular panels of ship structures in the calculations according to Reissner theory [PDF]
This study calculates and analyzes torsion moments of a rectangular panel with clamped edges as an element of ship structures under the action of uniform pressure with allowance for transverse shear deformation and examines the contribution of the ...
Sukhoterin Mikhail +3 more
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In this study, the authors analyze laminated composite panels supported on an elastic foundation considering the effects of transverse normal strain.
Sayyad A. S. +2 more
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Postbuckling of truss-lattice shear panels using exact theory [PDF]
A new solution is developed to model the stable postbuckling behaviour of a truss-lattice shear panel. The mode shapes are derived through load equilibrium conditions and are based on the load in the structural members. The load in each member of a single-cell panel can be calculated exactly, without the need for an iterative postbuckling path, and the
Philip Williams +3 more
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