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Exact(8)
Based on the differential quadrature (DQ) rule, a novel quadrature sandwich panel element is established.
The dynamic model of shaft element is established using Timoshenko beam element with 2 nodes and 12 degrees of freedom.
Using the equilibrium conditions of the plates, the membrane force equation for each plate element is established.
Based on the classical beam theory (CBT) and differential quadrature (DQ) rule, an N-node novel weak form quadrature functionally graded (FG) beam element is established.
Based on the extended high order sandwich panel theory (EHSAPT) and differential quadrature rule, an N-node novel weak form quadrature sandwich beam element is established.
Over the constraint of linear isotropic linear elasticity and the linear triangular finite-element mesh, the nodal displacement-based governing dynamic equation of each element is established under the principle of minimum potential energy.
Similar(52)
The accuracy of a given plate element was established in terms of the error vs. thickness-to-length parameter.
Stable transfectants harboring a reporter construct with an AP-1 response element, serum-response element (SRE), or NF-kappa-B response element were established.
A computational model combining these various elements is established.
A strong convergence theorem of common elements is established in the framework of Hilbert spaces.
The connection of these two elements is established either by steel studs (bolting) or bonding technique.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com