Bending solutions of Levinson beams and plates in terms of the classical theories

International Journal of Solids and Structures

Volumn 38, Issue 26-27, 2001, Pages 4701-4720

  Reddy, J N ^a   Wang, C M ^b   Lim, G T ^b   Ng, K H ^b  

^a Texas AandM University   (United States)

^b NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

Author keywords

Beams; Bending relationships; Classical theory; Levinson theory; Plates; Shear deformation

Indexed keywords

BEAMS AND GIRDERS; BENDING (DEFORMATION); PLATES (STRUCTURAL COMPONENTS); SHEAR DEFORMATION;

LEVINSON BEAMS; LOAD EQUIVALENCE;

STRUCTURAL ANALYSIS;

BENDING;

EID: 0035872801     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0020-7683(00)00298-5     Document Type: Article

References (17)

1. A consistent higher order beam theory
2. Thick rectangular plates-II, the generalized Lévy solution
3. A higher-order beam finite element for bending and vibration problems
4. Thick Lévy plates re-visited
5. An accurate, simple theory of the statics and dynamics of elastic plates
6. A new rectangular beam theory
7. Linear and nonlinear bending of shear-deformable plates
8. Influence of rotary inertia and shear on flexural motions of isotropic, elastic plates
9. A simple higher-order theory for laminated composite plates
10. Deflection relationships between classical and third-order plate theories
11. Timoshenko beam-bending solutions in terms of Euler-Bernoulli solutions
12. Frequency Relationship Between Levinson plates and classical thin plates