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J. N. Reddy

Researcher at Texas A&M University

Publications -  956
Citations -  73270

J. N. Reddy is an academic researcher from Texas A&M University. The author has contributed to research in topics: Finite element method & Plate theory. The author has an hindex of 106, co-authored 926 publications receiving 66940 citations. Previous affiliations of J. N. Reddy include Instituto Superior Técnico & National University of Singapore.

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Analytical solution for a 5-parameter beam displacement model

TL;DR: In this article, a new beam model based on a 5-parameter displacement field, accounting for an enhanced kinematics and able to reproduce the Poisson effect, is proposed.
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Misattributions and misnomers in mechanics: Why they matter in the search for insight and precision of thought

TL;DR: In this article, the authors present examples of misattributes (i.e., theories and models that bear some one's name while the idea belongs to someone else) and misnomers (i., words or phrases that are either incorrect or inaccurate) to the attention of the colleagues in the field, and correct them so that these incorrect phrases and attributions and Misnomers are not repeated in the future writings.
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Pseudo spectral method in nonlinear analysis of relatively thick imperfect laminated plates under end-shortening strain

TL;DR: In this article, a pseudo spectral approach based on Legendre Basis Functions (LBF) is developed for geometrically nonlinear analysis of laminated composite plates with and without geometric imperfections.
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Nonlinear transient and thermal analysis of functionally graded shells using a seven-parameter shell finite element

Abstract: Abstract In this paper the thermo-mechanical response of functionally graded plates and shells is studied using a continuum shell finite element model with high-order spectral/hp basis functions. The shell element is based on the seven-parameter first-order shear deformation theory, and it does not utilize reduced integration or stabilization ideas and yet exhibits no locking. The static and dynamic response of functionally graded shells, with power-law variation of the constituents, under mechanical and thermal loads is investigated by varying the volume fraction of the constituents. Numerical results for deflections and stresses are presented and compared with available analytical and finite element results from the literature. The performance of the shell element for transient thermal problems is found to be excellent.