High temperature mechanical behaviors of lightweight ceramic corrugated core sandwich panel

2017 ◽  
Vol 176 ◽  
pp. 379-387 ◽  
Author(s):  
Kai Wei ◽  
Yong Peng ◽  
Zhaoliang Qu ◽  
Rujie He ◽  
Xiangmeng Cheng
2019 ◽  
Vol 214 ◽  
pp. 103-113 ◽  
Author(s):  
Yanfei Chen ◽  
Lu Zhang ◽  
Yunong Zhao ◽  
Rujie He ◽  
Shigang Ai ◽  
...  

2019 ◽  
Vol 160 ◽  
pp. 519-526 ◽  
Author(s):  
Yuki Kubota ◽  
Ousei Miyamoto ◽  
Takuya Aoki ◽  
Yuichi Ishida ◽  
Toshio Ogasawara ◽  
...  

2005 ◽  
Vol 297-300 ◽  
pp. 1489-1494 ◽  
Author(s):  
T. Li ◽  
Qing Yuan Wang ◽  
Ai Qin Wang ◽  
Z.X. Wen ◽  
Zhu Feng Yue

In this paper, the mechanical behavior of Ni-base single crystals joint created by TLP bonding is presented. Experimental study has been performed on the TLP single crystal under loading conditions of static uniaxial tension, creep and Three-points-bending (T-P-B) at temperature of 850 °C. Specimens made of the base material, Ni-base single crystal specimens without bonding, were also tested under the same loading conditions. The mechanical behaviors of TLP single crystal is compared to the behaviors of base material. It was found that the static strength of the TLP specimens with the boundary normal to the tensile direction was 63% of the strength of the base material. The creep strength and the fracture ductile strength was more than 57% and 55% of that of the single crystal base material, respectively. The macro and micro graphs of fracture surfaces of specimens indicated that the fracture modes of the samples were brittle fracture.


Author(s):  
Wenqiang Hu ◽  
Zhenying Huang ◽  
Qun Yu ◽  
Yuanbo Wang ◽  
Yidan Jiao ◽  
...  

Materials ◽  
2020 ◽  
Vol 13 (13) ◽  
pp. 3008
Author(s):  
Lei Shang ◽  
Ye Wu ◽  
Yuchao Fang ◽  
Yao Li

For aerospace applications, honeycomb sandwich panels may have small perforations on the cell walls of the honeycomb core to equilibrate the internal core pressure with external gas pressure, which prevent face-sheet/core debonding due to pressure build-up at high temperature. We propose a new form of perforation on the cell walls of honeycomb sandwich panels to reduce the influence of the perforations on the cell walls on the mechanical properties. In this paper, the high temperature mechanical properties of a new vented Ti-6Al-4V honeycomb sandwich panel were investigated. A vented Ti-6AL-4V honeycomb sandwich panel with 35Ti-35Zr-15Cu-15Ni as the filler alloy was manufactured by high-temperature brazing. The element distribution of the brazed joints was examined by means of SEM (scanning electron microscopy) and EDS (energy-dispersive spectroscopy) analyses. Compared to the interaction between the face-sheets and the brazing filler, the diffusion and reaction between the honeycomb core and the brazing filler were stronger. The flatwise compression and flexural mechanical properties of the vented honeycomb sandwich panels were investigated at 20, 160, 300, and 440 °C, respectively. The flatwise compression strength, elastic modulus, and the flexural strength of the vented honeycomb sandwich panels decreased with the increase of temperature. Moreover, the flexural strength of the L-direction sandwich panels was larger than that of the W-direction sandwich panels at the same temperature. More importantly, the vented honeycomb sandwich panels exhibited good compression performance similar to the unvented honeycomb sandwich panels, and the open holes on the cell walls have no negative effect on the compression performance of the honeycomb sandwich panels in these conditions. The damage morphology observed by SEM revealed that the face-sheets and the brazing zone show ductile and brittle fracture behaviors, respectively.


2020 ◽  
Vol 15 (1) ◽  
pp. 45-52 ◽  
Author(s):  
Behnam Sajadian ◽  
Hamidreza Ashrafi

Abstract In the present study, the performance of concrete sandwich panel against fire and axial load has been considered. A finite element model of a sandwich wall is presented and evaluated the performance under different temperature (200, 400, 600 °C. The ratio of width, thickness and length of wall are constant and the axial load enters on the top of wall. The maximum displacement and stress in different models shows the capacity of wall is increased at high temperature. The displacement has dramatically increased at temperature loading of 800 °C and it has gained which shows poor efficiency of wall at high temperatures.


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