In the previous chapter, Euler-Bernoulli theory is developed for beams under axial and transverse loads. The analysis is limited, however, to deformations of the beam in plane (ī 1, ī 2). This behavior can be observed, for instance, when the cross-section of the beam presents a plane of symmetry and the only applied loads are acting in this plane. In numerous practical applications, the beam's cross-section presents no particular symmetries and is instead of arbitrary shape. In addition, the applied loads may act along several distinct directions and not just in plane (ī 1, ī 2). Consider an aircraft wing: the cross-section is of a complex shape involving curved skins and two or more spars, and the wing is subjected lift and drag forces. I...
We present an overview of the laws governing the bending of beams and of beam theory. Particular emp...
Bernoulli theory is a classical beam theory where the transverse shear deformation is neglected and ...
Bernoulli theory is a classical beam theory where the transverse shear deformation is neglected and ...
A beam is defined as a structure having one of its dimensions much larger than the other two. The ax...
In flexible multibody systems, many components are often approximated as beams or shells. More often...
In multibody systems, it is common practice to approximate flexible components as beams or shells. M...
In multibody systems, it is common practice to approximate flexible components as beams or shells. M...
In the previous chapters, the behavior of beams subjected to axial and transverse loads is studied i...
In multibody systems, it is common practice to approximate flexible components as beams or shells. M...
The different assumptions and corresponding theories of transverse vibrations of beams are presented...
The exact relationships between the deflections; slopes/rotations, shear forces and bending moments ...
The authors present a formulation of the static linear behavior of a non-homogeneous plane beam with...
The authors present a formulation of the static linear behavior of a non-homogeneous plane beam with...
The authors present a formulation of the static linear behavior of a non-homogeneous plane beam with...
A consistent co-rotational total Lagrangian formulation of second order beam theory is presented for...
We present an overview of the laws governing the bending of beams and of beam theory. Particular emp...
Bernoulli theory is a classical beam theory where the transverse shear deformation is neglected and ...
Bernoulli theory is a classical beam theory where the transverse shear deformation is neglected and ...
A beam is defined as a structure having one of its dimensions much larger than the other two. The ax...
In flexible multibody systems, many components are often approximated as beams or shells. More often...
In multibody systems, it is common practice to approximate flexible components as beams or shells. M...
In multibody systems, it is common practice to approximate flexible components as beams or shells. M...
In the previous chapters, the behavior of beams subjected to axial and transverse loads is studied i...
In multibody systems, it is common practice to approximate flexible components as beams or shells. M...
The different assumptions and corresponding theories of transverse vibrations of beams are presented...
The exact relationships between the deflections; slopes/rotations, shear forces and bending moments ...
The authors present a formulation of the static linear behavior of a non-homogeneous plane beam with...
The authors present a formulation of the static linear behavior of a non-homogeneous plane beam with...
The authors present a formulation of the static linear behavior of a non-homogeneous plane beam with...
A consistent co-rotational total Lagrangian formulation of second order beam theory is presented for...
We present an overview of the laws governing the bending of beams and of beam theory. Particular emp...
Bernoulli theory is a classical beam theory where the transverse shear deformation is neglected and ...
Bernoulli theory is a classical beam theory where the transverse shear deformation is neglected and ...