|
1.
|
Sobotka, J.
The paper is the first continuation of previous author's work in which the author described the new approach to analyzing pre-stressed Euler-Bernoulli beam with discontin [...]
|
|
2.
|
Sobotka, J.
This paper is a continuation of the previous paper in which the author published the generalized mathematical model for forced vibration of Euler-Bernoulli beam covering [...]
|
|
3.
|
Sobotka, J.
The general equation of motion of forced vibration of Euler-Bernoulli beam has been used since it was derived by means of classical derivatives of shear force, bending mo [...]
|
|
4.
|
Sobotka, J.
The mathematical model of a circular plate according to Kirchhoff’s theory contains classical derivatives of internal forces, moments, slopes of a middle surface and de [...]
|
|
5.
|
The oblique bar straighteners are rotary forming machines, which are used for straightening of round bars designed for further processing. During straightening the bars a [...]
|
|
6.
|
Sobotka, J.
The general equations for the transverse vibration of Timoshenko beam have been used since they were derived by means of classical derivatives of the shear force, the ben [...]
|
|
7.
|
Sobotka, J.
The generalized mathematical model of thin-walled beams with warpable cross-section introduced in (Hý a, 2005) represents a consistent smalldisplacement theory for coupl [...]
|
|
8.
|
Sobotka, J.
When a thin-walled beam is bent secondary membrane stresses may arise owing to the restraint of warping. These secondary stresses may have the same order as primary stres [...]
|
|
9.
|
Sobotka, J.
Vlasov's mathematical model of the restrained torsion of a prismatic thin-walled open-section beam contains derivatives of unknown functions which are the torque, the bim [...]
|
|
10.
|
Sobotka, J.
The general equation for the transverse vibration of Euler-Bernoulli beam has been used since it was derived by means of classical derivatives of the shear force, the ben [...]
|
guest ::
email alert
or subscribe to the 
RSS feed.