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J. Reddy (1997)
Mechanics of laminated composite plates : theory and analysis
C. Wang (1995)
Timoshenko Beam-Bending Solutions in Terms of Euler-Bernoulli SolutionsJournal of Engineering Mechanics-asce, 121
R. Melosh (1961)
A Stiffness Matrix for the Analysis of Thin Plates in BendingJournal of the Aerospace Sciences, 28
R. Mindlin (1951)
Influence of rotary inertia and shear on flexural motions of isotropic, elastic platesJournal of Applied Mechanics-transactions of The Asme, 18
E. Ventsel, T. Krauthammer, E. Carrera (2001)
Thin Plates and Shells: Theory: Analysis, and Applications
S. Timoshenko, S. Woinowsky-krieger (1959)
THEORY OF PLATES AND SHELLS
S. Timoshenko, J. Goodier (1975)
Theory of elasticityJournal of Applied Mechanics, 42
R. Cook, W. Young (1985)
Advanced Mechanics of Materials
P. Gould (1987)
Analysis of Shells and Plates
C. Wang, J. Reddy, K. Lee (2000)
Shear deformable beams and plates: relationships with classical solutions
E. Reissner (1945)
The effect of transverse shear deformation on the bending of elastic platesJournal of Applied Mechanics, 12
R. Budynas (1977)
Advanced Strength and Applied Stress Analysis
D. Gross, W. Hauger, J. Schröder, W. Wall, J. Bonet (2011)
Engineering Mechanics 2: Mechanics of Materials
A. Öchsner (2020)
Partial Differential Equations of Classical Structural Members
A. Öchsner (2014)
Elasto-Plasticity of Frame Structure Elements: Modeling and Simulation of Rods and Beams
M. Levinson (1981)
A new rectangular beam theoryJournal of Sound and Vibration, 74
G. Cowper (1966)
The Shear Coefficient in Timoshenko’s Beam TheoryJournal of Applied Mechanics, 33
R. Oppermann (1941)
Strength of materials, part I, elementary theory and problemsJournal of The Franklin Institute-engineering and Applied Mathematics, 231
J. Reddy (1997)
ON LOCKING-FREE SHEAR DEFORMABLE BEAM FINITE ELEMENTSComputer Methods in Applied Mechanics and Engineering, 149
J. Blaauwendraad (2010)
Plates and FEM, 171
H. Altenbach (2014)
Holzmann/Meyer/Schumpich Technische Mechanik Festigkeitslehre
R. Bubsey, D. Fisher, J. Srawley (1966)
Design and use of displacement gage for crack- extension measurements
D. Gross, W. Hauger, J. Schröder, W. Wall, J. Bonet (2011)
Engineering mechanics 2
S. Timoshenko (1921)
LXVI. On the correction for shear of the differential equation for transverse vibrations of prismatic barsPhilosophical Magazine Series 1, 41
F. Gruttmann, W. Wagner (2001)
Shear correction factors in Timoshenko's beam theory for arbitrary shaped cross-sectionsComputational Mechanics, 27
[This chapter treats simple structural members based on two different analytical approaches. On the one hand based on fundamental equations of continuum mechanics, i.e., the kinematics, the equilibrium and the constitutive equation, the describing partial differential equations are provided, including their general solution based on constants of integration. As an alternative approach, the total strain energy of a system is introduced and applied in Castigliano’s theorems. The covered structural members are rods (tensile deformation) as well as thin and thick beams (bending deformation). The provided concepts are finally applied to the extensometer design problem.]
Published: Nov 18, 2017
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