Dynamic behavior of sandwich beam with metal foam under repeated impact loadings

2021 ◽  
pp. 199-203
Author(s):  
K. Guo ◽  
L. Zhu ◽  
X.G. Wang ◽  
D. Liu
2007 ◽  
Vol 45 (4) ◽  
pp. 432-438 ◽  
Author(s):  
E. Magnucka-Blandzi ◽  
K. Magnucki

2020 ◽  
Vol 2020 ◽  
pp. 1-15 ◽  
Author(s):  
Dinh Kien Nguyen ◽  
An Ninh Thi Vu ◽  
Ngoc Anh Thi Le ◽  
Vu Nam Pham

A bidirectional functionally graded Sandwich (BFGSW) beam model made from three distinct materials is proposed and its dynamic behavior due to nonuniform motion of a moving point load is investigated for the first time. The beam consists of three layers, a homogeneous core, and two functionally graded face sheets with material properties varying in both the thickness and longitudinal directions by power gradation laws. Based on the first-order shear deformation beam theory, a finite beam element is derived and employed in computing dynamic response of the beam. The element which used the shear correction factor is simple with the stiffness and mass matrices evaluated analytically. The numerical result reveals that the material distribution plays an important role in the dynamic response of the beam, and the beam can be designed to meet the desired dynamic magnification factor by appropriately choosing the material grading indexes. A parametric study is carried out to highlight the effects of the material distribution, the beam layer thickness and aspect ratios, and the moving load speed on the dynamic characteristics. The influence of acceleration and deceleration of the moving load on the dynamic behavior of the beam is also examined and highlighted.


2016 ◽  
Vol 62 (3) ◽  
pp. 189-206 ◽  
Author(s):  
M. J. Smyczyński ◽  
E. Magnucka-Blandzi

Abstract The paper is devoted to the strength analysis of a simply supported three layer beam. The sandwich beam consists of: two metal facings, the metal foam core and two binding layers between the faces and the core. In consequence, the beam is a five layer beam. The main goal of the study is to elaborate a mathematical model of this beam, analytical description and a solution of the three-point bending problem. The beam is subjected to a transverse load. The nonlinear hypothesis of the deformation of the cross section of the beam is formulated. Based on the principle of the stationary potential energy the system of four equations of equilibrium is derived. Then deflections and stresses are determined. The influence of the binding layers is considered. The results of the solutions of the bending problem analysis are shown in the tables and figures. The analytical model is verified numerically using the finite element analysis, as well as experimentally.


2014 ◽  
Vol 16 (3) ◽  
pp. 325-337 ◽  
Author(s):  
Krzysztof Magnucki ◽  
Pawel Jasion ◽  
Waclaw Szyc ◽  
Mikolaj Jan Smyczynski
Keyword(s):  

2020 ◽  
pp. 99-107
Author(s):  
Airton Nabarrete ◽  
Eduardo Francisco Rocha de Araujo ◽  
Jose Manoel Balthazar ◽  
Angelo Marcelo Tusset

2020 ◽  
Vol 115 ◽  
pp. 104667 ◽  
Author(s):  
Xiaoping Chen ◽  
Quan Yuan ◽  
Tao Wang ◽  
Hongbo Ji ◽  
Yingping Ji ◽  
...  

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