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The accuracy of a given plate element was established in terms of the error vs. thickness-to-length parameter.
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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.
A finite element is established for analyzing the dynamical mechanics and deformation of steel frame at high temperature when it is rapidly cooled down by spray water in fire fighting.
Stable transfectants harboring a reporter construct with an AP-1 response element, serum-response element (SRE), or NF-kappa-B response element were established.
Lavoisier's list of elements was established on the basis of a careful, quantitative study of decomposition and recombination reactions.
A practical step in evaluating the association among data elements was established for the first time.
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CEO of Professional Science Editing for Scientists @ prosciediting.com