Results 161 to 170 of about 21,691 (213)
Investigating property-porosity relationships for micro-architected lattice structures. [PDF]
Sci RepZimmerman BK +5 more
europepmc +1 more source
Reversible bending of U-shaped plant petioles under dehydration. [PDF]
Quant Plant BiolSchliebach A +7 more
europepmc +1 more source
Shear Instability Control of Hybrid Small-Scale Plates Embedded in a Polymer Matrix via Shape Memory Alloy Nanofibers. [PDF]
Micromachines (Basel)Farajpour MR +3 more
europepmc +1 more source
Some of the next articles are maybe not open access.
Related searches:
Related searches:
The Shear Coefficient in Timoshenko’s Beam Theory
Journal of Applied Mechanics, 1966The equations of Timoshenko’s beam theory are derived by integration of the equations of three-dimensional elasticity theory. A new formula for the shear coefficient comes out of the derivation. Numerical values of the shear coefficient are presented and compared with values obtained by other writers.
openaire +4 more sources
A Finite Rotating Shaft Element Using Timoshenko Beam Theory
Journal of Mechanical Design, 1980The use of finite elements for simulation of rotor systems has received considerable attention within the last few years. The published works have included the study of the effects of rotatory inertia, gyroscopic moments, axial load, and internal damping; but have not included shear deformation or axial torque effects.
openaire +3 more sources
Flexural Vibrations and Timoshenko's Beam Theory
AIAA Journal, 1974This paper is a study of flexural elastic vibrations of Timoshenko beams with due allowance for the effects of rotary inertia and shear. Two independent formulations are developed, one based on the concepts proposed by Timoshenko and the other on the extended Rayleigh-Ritz energy method.
AALAMI B., ATZORI, BRUNO
openaire +3 more sources
2021
This chapter presents the analytical description of thick, or so-called shear-flexible, beam members according to the Timoshenko theory. Based on the three basic equations of continuum mechanics, i.e., the kinematics relationship, the constitutive law, and the equilibrium equation, the partial differential equations, which describe the physical problem,
openaire +1 more source
This chapter presents the analytical description of thick, or so-called shear-flexible, beam members according to the Timoshenko theory. Based on the three basic equations of continuum mechanics, i.e., the kinematics relationship, the constitutive law, and the equilibrium equation, the partial differential equations, which describe the physical problem,
openaire +1 more source
Timoshenko Beam Theory Is Not Always More Accurate Than Elementary Beam Theory
Journal of Applied Mechanics, 1977A counterexample involving a homogeneous, elastically isotropic beam of narrow rectangular cross section supports the assertion in the title. Specifically, a class of two-dimensional displacement fields is considered that represent exact plane stress solutions for a built-in cantilevered beam subject to “reasonable” loads.
Nicholson, J. W., Simmonds, J. G.
openaire +1 more source
Geometrically nonlinear Euler–Bernoulli and Timoshenko micropolar beam theories
Acta Mechanica, 2020zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Praneeth Nampally, J. N. Reddy
openaire +1 more source