Truss core mass design analysis of cantilever bending sandwich structure with variable spanwise and chordwise dimensions

2014 ◽  
Vol 57 (4) ◽  
pp. 412-415
Author(s):  
T. Yu. Gainutdinova ◽  
A. V. Gainutdinova
2021 ◽  
pp. 109963622110288
Author(s):  
Yu-Zhou Wang ◽  
Li Ma

Recently, sandwich structures have been widely used in different fields because of their good mechanical properties, but these structures are weak in acoustic performance. In this paper, by combining pyramidal truss core sandwich structure with frame, a new structure is proposed with both good mechanical properties and excellent acoustic performance at low frequency. An analytical model of the pyramidal truss core sandwich structure with frame is developed to investigate the sound transmission loss (STL) performance. Finite element method (FEM) is also used to investigate the STL performance at low frequency. The effects of the incident wave angle and the geometrical parameters on the STL of the structure are discussed.


2019 ◽  
Vol 226 ◽  
pp. 111204 ◽  
Author(s):  
Yang Sun ◽  
Li-cheng Guo ◽  
Tian-shu Wang ◽  
Liao-jun Yao ◽  
Xin-yang Sun

2016 ◽  
Vol 59 (1) ◽  
pp. 64-68 ◽  
Author(s):  
V. G. Gainutdinov ◽  
I. N. Abdullin ◽  
S. M. Musavy-Safavy

2019 ◽  
Vol 176 ◽  
pp. 17-28 ◽  
Author(s):  
Wei Huang ◽  
Zihao Fan ◽  
Wei Zhang ◽  
Jiayi Liu ◽  
Wu Zhou

2019 ◽  
Vol 20 (10) ◽  
pp. 2166-2174
Author(s):  
Shuguang Li ◽  
Yanxia Feng ◽  
Jiankun Qin ◽  
Shuai Li ◽  
Gaoyuan Ye ◽  
...  

2014 ◽  
Vol 81 ◽  
pp. 1121-1126
Author(s):  
Sung-Uk Lee ◽  
Dong-Hyo Lee ◽  
Eun-Ho Lee ◽  
Dong-Yol Yang

2004 ◽  
Vol 71 (3) ◽  
pp. 368-374 ◽  
Author(s):  
H. J. Rathbun ◽  
Z. Wei ◽  
M. Y. He ◽  
F. W. Zok ◽  
A. G. Evans ◽  
...  

Metallic sandwich panels with tetrahedral truss cores have been fabricated and their structural performance evaluated. A fabrication technique involving deformation-shaping and brazing has been used. The responses of the structure in core shear and panel bending have been measured. The results demonstrate robust behavior beyond the limit load. A finite element simulation of the core shear response duplicates the features found experimentally. When combined with the constitutive properties of the face sheet material, these shear characteristics have been shown to predict, with good fidelity, the limit load for panels in bending.


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