Fabrication and evaluation of C-ring strength of SiCf/SiC composite tube

Author(s):  
Ji Yeon Park ◽  
Daejong Kim ◽  
Hyeon Guen Lee ◽  
Weon-Ju Kim
Keyword(s):  
Alloy Digest ◽  
1994 ◽  
Vol 43 (6) ◽  

Abstract SANDVIK 310/T22 is a composite tube consisting of Type 310 stainless steel for corrosion resistance on the outside diameter and having T22 (21/4 Cr-1Mo) to A213 on the inside diameter to act as the superheater tube and design load carrier. This datasheet provides information on composition. It also includes information on forming and joining. Filing Code: SA-477. Producer or source: Sandvik.


Alloy Digest ◽  
2001 ◽  
Vol 50 (9) ◽  

Abstract Sandvik Sanicro 28 composite tube is used in services as superheater material for waste-derived fuel plants. This datasheet provides information on composition, physical properties, hardness, and tensile properties. It also includes information on corrosion resistance as well as forming and joining. Filing Code: SS-831. Producer or source: Sandvik Steel Company. See also Alloy Digest SS-442, March 1984.


Author(s):  
E L Alekseeva ◽  
M K Kurakin ◽  
M A Kovalev ◽  
A A Lapechenkov ◽  
M L Shishkova ◽  
...  

2019 ◽  
Vol 28 ◽  
pp. 096369351987741
Author(s):  
Gyula Szabó ◽  
Károly Váradi

The aim of this study is to investigate the global buckling of a relatively long composite cord–rubber tube subjected to axial compression and its cross-sectional instability due to bending by a macromechanical nonlinear finite element (FE) model (nonlinear buckling analysis). Composite reinforcement layers are modelled as transversely isotropic ones, while elastomer liners are described by a hyperelastic material model that assumes incompressibility. Force–displacement, equivalent strain, equivalent stress results along with oblateness and curvature results for the complete process have been presented. It is justified that bending leads to ovalization of the cross section and results in a loss of the load-carrying capacity of the tube. Strain states in reinforcement layers have been presented, which imply that the probable failure modes of the reinforcement layers are both delamination and yarn-matrix debonding. There is a significant increase in strains due to cross-sectional instability, which proves that the effect of cross-sectional instability on material behaviour of the tube is crucial. A parametric analysis has been performed to investigate the effect of the member slenderness ratio on cross-sectional instability of the composite tube. It shows that Brazier force is inversely proportional to the slenderness ratio. It further shows that higher oblateness parameters occur in case of a lower slenderness ratio and that cross-sectional instability takes place at a lower dimensionless displacement in case of a lower slenderness ratio. FE results have been validated by a compression/bending test experiment conducted on a tensile test machine.


2017 ◽  
Vol 63 (2) ◽  
pp. 131-143
Author(s):  
M. Szadkowska ◽  
E. Szmigiera

Abstract This paper presents research results of composite tubes filled with self-compacting concrete. The impact of the selected materials and geometric factors on resistance to the vertical shear was evaluated in this study. The resistance of the tested members was compared with recommendations given in Eurocode PN-EN 1994-1-1. From the results obtained in the tests it can be deduced that more parameters should be taken into consideration when determining resistance to the vertical shear in the interface between steel and concrete than PN-EN 1994- 1-1 recommends.


2017 ◽  
Vol 176 ◽  
pp. 630-639 ◽  
Author(s):  
A. Al Antali ◽  
R. Umer ◽  
J. Zhou ◽  
W.J. Cantwell

2010 ◽  
Vol 24 (1) ◽  
pp. 29-49 ◽  
Author(s):  
B. Derisi ◽  
Suong V. Hoa ◽  
D. Xu ◽  
M. Hojjati ◽  
R. Fews

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