Buckling analysis of an innovative type of steel-concrete composite support in tunnels

2021 ◽  
Vol 179 ◽  
pp. 106503
Author(s):  
Zhichao Wang ◽  
Ke Du ◽  
Yongli Xie ◽  
Xulin Su ◽  
Yufeng Shi ◽  
...  
Keyword(s):  
Buckling Analysis ◽  
Composite Support

SIMPLIFIED BUCKLING ANALYSIS OF STIFFENED LAMINATED SANDWICH PLATES

2019 ◽  
Vol 10 (1) ◽  
pp. 69-91
Author(s):  
Husam Al Qablan ◽  
Hazim M. Dwairi ◽  
Omar Al Hattamleh ◽  
Samer Rabab'ah
Keyword(s):  
Buckling Analysis ◽  
Sandwich Plates

Torsional buckling analysis of composite cylinders

AIAA Journal ◽  
2001 ◽  
Vol 39 ◽  
pp. 951-955
Author(s):  
Hoon Cheol Park ◽  
Chahngmin Cho ◽  
Younho Choi
Keyword(s):  
Buckling Analysis ◽  
Torsional Buckling ◽  
Composite Cylinders

Fabrication of Dense La0.7Ca0.3Cr0.97O3−δ Inter-connect Membrane on Novel SOFC Composite Support by Co-firing

2012 ◽  
Vol 27 (9) ◽  
pp. 911-916
Author(s):  
Song-Lin WANG ◽  
Yi FENG ◽  
Dong-Sheng WANG ◽  
Guang-Yao MENG
Keyword(s):  
Composite Support

scholarly journals Differential Quadrature and Differential Transformation Methods in Buckling Analysis of Nanobeams

2019 ◽  
Vol 6 (1) ◽  
pp. 68-76 ◽  
Author(s):  
Subrat Kumar Jena ◽  
S. Chakraverty
Keyword(s):  
Boundary Conditions ◽  
Differential Quadrature Method ◽  
Nonlocal Parameter ◽  
Transformation Method ◽  
Nonlocal Theory ◽  
Buckling Analysis ◽  
Differential Quadrature ◽  
Load Parameter ◽  
Computationally Efficient ◽  
Differential Transformation

AbstractIn this paper, two computationally efficient techniques viz. Differential Quadrature Method (DQM) and Differential Transformation Method (DTM) have been used for buckling analysis of Euler-Bernoulli nanobeam incorporation with the nonlocal theory of Eringen. Complete procedures of both the methods along with their mathematical formulations are discussed, and MATLAB codes have been developed for both the methods to handle the boundary conditions. Various classical boundary conditions such as SS, CS, and CC have been considered for investigation. A comparative study for the convergence of DQM and DTM approaches are carried out, and the obtained results are also illustrated to demonstrate the effects of the nonlocal parameter, aspect ratio (L/h) and the boundary condition on the critical buckling load parameter.

Sign in / Sign up

Export Citation Format

Share Document