Mathematical modeling of mechanical phenomena in the gantry crane beam

• Autorzy: Sowa L. , Kwiatoń P.

Identyfikatory

DOI

10.17512/jamcm.2017.3.09

• Języki publikacji: EN

Abstrakty

EN

This work concerns the numerical analysis of the gantry crane beam in the context of the safety of the structure. The mathematical model and numerical simulations of mechanical phenomena in the gantry crane beam are presented in this paper. The analysed gantry crane beam has a T-section. As a result of the computations carried out, the stresses and displacements of the gantry structure were obtained. The influence of the value and loading force position on the equivalent stress in the gantry crane beam was evaluated. It was sought that the maximum value of Huber-Mises-Hencky stress induced in the beam was less than the strength of material, so the design is safe.

Słowa kluczowe

EN

mathematical modelling; stress analysis; numerical simulation; FEM

PL

modelowanie matematyczne; analiza naprężeń; symulacja numeryczna; wytrzymałość materiałów; suwnice bramowe; metoda elementów skończonych

• Wydawca: Wydawnictwo Politechniki Częstochowskiej
• Czasopismo: Journal of Applied Mathematics and Computational Mechanics
• Rocznik: 2017
• Tom: Vol. 16, nr 3
• Strony: 97--104
• Opis fizyczny: Bibliogr. 10 poz., rys.

Twórcy

autor

Sowa L.

• Institute of Mechanics and Machine Design Fundamentals, Czestochowa University of Technology Czestochowa, Poland

autor

Kwiatoń P.

• Institute of Mechanics and Machine Design Fundamentals, Czestochowa University of Technology Czestochowa, Poland

Bibliografia

• [1] Patel P.R., Patel V.K., A review on structural analysis of overhead crane girder using FEA technique, Int. J. Eng. Sci. Innov. Tech. 2013, 2(4), 41-44.
• [2] Suratkar A., Shukla V., Zakiuddin D.K.S., Design optimization of overhead EOT crane box girder using finite element analysis, Int. J. Eng. Res. Tech. 2013, 2(7), 720-724.
• [3] Alkin B.C., Imrak C.E., Kocabas H., Solid modeling and finite element analysis of an overhead crane bridge, Acta Polyt. 2005, 45(3), 61-67.
• [4] Pinca C.B., Tirian G.O., Josan A., Chete G., Quantitative and qualitative study on the state of stresses and strains of the strength structure of a crane bridge, WSEAS Tran. Appl. Theor. Mech. 2010, 5(4), 231-241.
• [5] Sowa L., Kwiatoń P., Numerical analysis of stress fields generated in the gantry crane beam, Procedia Eng. 2017, 177, 218-224.
• [6] Haniszewski T., Strength analysis of overhead traveling crane with use of finite element method, Tran. Prob. 2014, 9(1), 19-26.
• [7] Yang B., Kang S., Xiong G., Nie S., Hu Y., Wang S., Bai J., Dai G., Experimental and numerical study on lateral-torsional buckling of singly symmetric Q460GJ steel I-shaped beams, Thin-Walled Struct. 2017, 113, 205-216.
• [8] Gašić V., Zrnić N., Milovančević M., Considerations of various moving load models in structural dynamics of large gantry cranes, FME Transactions 2013, 41, 311-316.
• [9] Węgrzyn-Skrzypczak E., Skrzypczak T., Mathematical description of discontinuous Galerkin method in theory of thermoelasticity, Sci. Rese. Inst. Math. and Com. Sci. 2010, 9(2), 235-242.
• [10] Bokota A., Domański T., Sowa L., Model and numerical analysis of mechanical phenomena of tools steel hardening, Arch. Foun. Eng. 2010, 10(1), 19-22.

Uwagi

Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017).