Keresés
Keresési eredmények
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Pure Bending of Homogenous Isotropic Elastic Curved Beam
67-75Megtekintések száma:66In this paper a detailed analysis is given for the pure bending problem of curved beams. The material of the curved beam is homogenous isotropic linearly elastic. The mantle of the curved beam is stress free and there is no body force on the curved beam. The plane of the curvature of the beam is the plane of symmetry for the whole beam. Paper gives the expressions of circumferential and radial normal stresses. A strength of material approach is used to derive the governing equations. A numerical example illustrates the application of the presented solutions.
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An Analytical Solution for Static Problems of Cantilever Curved Beams with Variable Cross Sections
226-233Megtekintések száma:145This paper gives an analytical method to obtain the deformation of a cantilever curved beam. The curved beam considered has circular centre line and the thickness of the cross section in radial direction depends on the circumferential coordinate. The kinematics of the Euler-Bernoulli beam model is used to formulate of governing equations. The curved homogeneous and isotropic elastic beam is fixed at the one of the end cross section and on the other end cross section is subjected to concentrated forces and a couple. A numerical example illustrates the applications of the derived formulae.
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On the Torsional Rigidity of Orthotropic Beams with Rectangular Cross Section
25-30Megtekintések száma:97The paper deals with the torsional rigidity of homogenous and orthotropic beam with rectangular cross
section. The torsional rigidity of the considered beam is defined in the framework of the Saint-Venant theory of
uniform torsion. Exact and approximate solutions are given to the determination of the torsional rigidity. The shape
of cross section is determined which gives maximum value of the torsional rigidity for a given cross-sectional area.
The dependence of torsional rigidity as a function of the ratio shear moduli of beam is also studied. -
Effect of the Flow Curve Determination on the Thinning of Drawn Parts
16-25Megtekintések száma:94This study presents the results of finite element simulations based on different variations of the flow curve of DC04 automotive thin sheet. The aim of our research is to investigate how different flow curve equations affect the variation of sheet thickness in cup drawing tests. In order to exclude other influencing factors in the experiment, both the sheet material and the geometric properties of the specimen, as well as the external state factors were considered to be the same in all cases. The finite element simulations were performed using Simufact 2021.1 software. Our results shows that there are no significant differences in wall thicknesses until we reach the zone of double necking, where essential differences are observed.
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An Analytical Solution for the Two-Layered Composite Beam-Column with Interlayer Slip and Constant Axial Load
14-31Megtekintések száma:90The authors present an analytical solution for the two-layered composite beams with imperfect shear connections. The considered beam is simply supported at both ends. The beam is subjected to transverse and axial loads. The kinematic assumptions of the Euler-Bernoulli beam theory are used. The connection of the beam components is perfect in normal direction, but the axial displacement field may have jump. The shear axial force derived from the imperfect connection is proportional to the relative slip occurring between the layers. The determination of the analytical solution is based on the Fourier method. Two examples illustrate the application of the presented analytical method.
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Mindkét végén befogott gerenda tehetetlenségi főirány körüli hajlító rezgéséhez tartozó sajátfrekvenciájának vizsgálata egyszabadságfokú modell és végeselemes számítás alapján
69-79Megtekintések száma:215Jelen cikkben mindkét végén befogott, téglalap keresztmetszetű gerendák hajlító rezgéséhez tartozó sajátfrekvenciák számítási módszereivel foglalkoztunk. Az említett sajátfrekvenciákat a gerenda egyszabadságfokú modelljén analitikusan, valamint a térbeli szilárdtest-, és a térbeli rúd modellek esetében végeselemes modális rezgésvizsgálattal határoztuk meg. Bemutattuk az analitikus modell jellemzőinek kiszámításának módját, majd egy konkrét példa esetében kiszámítottuk a sajátfrekvenciát. Ismertettük a modális jellemzők fogalmát, a továbbiakban az előbbi gerenda szilárdtest-, és rúd modellje alapján meghatároztuk a sajátfrekvenciáját. A bemutatott módszerekkel további 11 esetben számítottuk ki, és vetettük össze a különböző módon felvett modellekhez tartozó megoldásokat.
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Hárompontos hajlító-nyíró vizsgálatnak alávetett próbatestek Euler-Bernoulli- és szilárdtest modelljeinek összevetése
53-68Megtekintések száma:159Kéziszámítások céljára a mérnöki gyakorlatban, egyszerűsége és pontossága miatt az Euler-Bernoulli gerenda modell terjedt el. Jelen tanulmányban egy vasalás nélküli és egy FRP betétekkel erősített repedésmentes beton gerenda Euler-Bernoulli, valamint térbeli szilárdtest modellje alapján számított állapotjellemzőket hasonlítom össze.
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Design an Opening Force Measuring Device for Balancing Clips
220-225Megtekintések száma:129This paper deals with the development of a force measuring device to determine the opening force of different types of balancing clips. These elements can be used in the impellers of ventilators to rebalance the rotor. The measuring device contains a commercially available beam type load cell. The data processing is performed by Arduino Nano development platform with a 24-bit sigma delta A/D converter. The device is well applicable to determine the opening force of the clips in different opening distances.
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Development of a Low-cost Pressure Sensor
33-38Megtekintések száma:236In this paper development of a pressure sensor has been discussed. The main benefit of this sensor is relatively cheap compared to commercially available ones. The unit contains a beam type load cell and a pneumatic cylinder. The load cell has 4 strain gauges in Wheatstone bridge configuration in order to convert the change of resistance into measurable voltage. The system is well applicable in numerous circumstances, where digital pressure signal is necessary for control or data acquisition.
