Technical gazette, Vol. 25 No. 2, 2018.
Original scientific paper
https://doi.org/10.17559/TV-20160908115834
An Improved Method for Calculating Bending Moment and Shearing Force of Beam in Numerical Modelling
Haiping Yuan
; School of Civil Engineering, Hefei University of Technology, Hefei, China / Hunan Province Key Laboratory of Safe Mining Techniques of Coal Mines (Hunan University of Science and Technology), Xiangtan, China
Zhanqi Wang
; School of Civil Engineering, Hefei University of Technology, Hefei, China
Yixian Wang
; School of Civil Engineering, Hefei University of Technology, Hefei, China
Panpan Guo
; School of Civil Engineering, Hefei University of Technology, Hefei, China
Yan Liu
; State Key Laboratory of Explosion Science and Technology (Beijing Institute of Technology), Beijing 100081, China
Abstract
In view of the problem that it is difficult to obtain the displacement, internal force and damage status from one beam model established in most numerical analysis models, an improved method for calculating bending moment and shearing force is presented in this paper, which can change this situation. This method portrays how to obtain the internal force from model established using 3-D solid element which can be able to show the failure process easily. The research results are as follows: (1) Deflection equation of beam established using 3-D solid element can be fitted by extracting displacement value of each node on the axis, thus bending moment and shearing force value can be directly figured out by putting the equation of deflection curve into approximately differential equation of deflection curve. (2) The reliability of the results calculated in this method would be easily affected by force, shape of cross section and the highest degree of polynomial, etc. When the beam is in a state of small deformation and the highest degree of polynomial is kept between 20 and 30, the results will be more reliable, besides, beam model whose shape of the cross section is rectangular is more suitable for the method than the circular one. (3) This method can always be applied to beam model, no matter its constraint conditions and loading conditions are complex or not.
Keywords
deflection; internal force; beam; numerical analysis software; 3-D solid element
Hrčak ID:
199132
URI
Publication date:
21.4.2018.
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