Results 1 to 10 of about 880 (252)

Validity of the Shear Panel Theory as a Reduced Modelling Approach

open access: yesEngineering Proceedings
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
doaj   +6 more sources

Free Vibration Analyses of Stiffened Functionally Graded Graphene-Reinforced Composite Multilayer Cylindrical Panel

open access: yesMathematics, 2023
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
doaj   +2 more sources

Simply Curved Shear Panel Theory in Three-Dimensional Space

open access: yesAerospace
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
doaj   +3 more sources

Experimental and MCFT-Based Study on Steel Fiber-Reinforced Concrete Subjected to In-Plane Shear Forces

open access: yesInternational Journal of Concrete Structures and Materials, 2023
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
doaj   +2 more sources

A Novel Trigonometric High-Order Shear Deformation Theory for Free Vibration and Buckling Analysis of Carbon Nanotube Reinforced Beams Resting on a Kerr Foundation

open access: yesEngineering Proceedings, 2023
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
doaj   +2 more sources

Geometrically Nonlinear Free Vibration Analysis of Cylindrical Shells Using high Order Shear Deformation Theory-A Finite Element Approach [PDF]

open access: yesEngineering and Technology Journal, 2011
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
doaj   +2 more sources

Elastoplastic Analysis of Shear Behavior of Multicell Shaped Concrete-Filled Steel Tubular Connection Based on Unified Theory

open access: yesAdvances in Civil Engineering, 2023
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
doaj   +2 more sources

Shear stresses in rectangular panels of ship structures in the calculations according to Reissner theory [PDF]

open access: yesMATEC Web of Conferences, 2018
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
doaj   +2 more sources

Higher order computational model considering the effects of transverse normal strain and 2-parameter elastic foundation for the bending of laminated panels

open access: yesApplied and Computational Mechanics, 2023
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
doaj   +1 more source

Postbuckling of truss-lattice shear panels using exact theory [PDF]

open access: yesJournal of Mechanics of Materials and Structures, 2008
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
openaire   +1 more source

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