An efficient mixed interpolated curved beam element for geometrically nonlinear analysis

2019 ◽  
Vol 76 ◽  
pp. 252-273 ◽  
Author(s):  
Mohammad Rezaiee-Pajand ◽  
Niloofar Rajabzadeh-Safaei ◽  
Amir R. Masoodi
2019 ◽  
Vol 2019 ◽  
pp. 1-10
Author(s):  
Ze-Qing Wan ◽  
Shi-Rong Li ◽  
Hong-Wei Ma

In this paper, geometrically nonlinear analysis of functionally graded curved beams with variable curvatures based on Timoshenko beam theory is presented. Considering the axial extension and the transversal shear deformation, geometrically nonlinear governing equations for the FGM curved beams with variable curvatures subjected to thermal and mechanical loads are formulated. Material properties of the curved beams are assumed to vary arbitrarily in the thickness direction and be independent on the temperature change. By using the numerical shooting method to solve the coupled ordinary differential equations, the nonlinear response of static thermal bending of a FGM semielliptic beams subjected to transversely nonuniform temperature rise is obtained numerically. The effects of material gradient, shear deformation, and temperature rise on the response of the curved beam are discussed in detail. Nonlinear bending of a closed FGM elliptic structure subjected to two pinching concentrated loads is also analyzed. This paper presents some equilibrium paths and configurations of the elliptic curved beam for different pinching concentrated loads.


Structures ◽  
2020 ◽  
Vol 28 ◽  
pp. 1035-1049 ◽  
Author(s):  
Mohammad Rezaiee-Pajand ◽  
Niloofar Rajabzadeh-Safaei ◽  
Amir R. Masoodi

2013 ◽  
Vol 35 (1) ◽  
pp. 51-65
Author(s):  
Nguyen Dinh Kien ◽  
Trinh Thanh Huong ◽  
Le Thi Ha

A co-rotational beam element for geometrically nonlinear analysis of plane frames is presented. On the base of the shallow arch expression for local strain, the element is formulated by using exact polynomials to interpolate the transversal displacement and rotation. Using the formulated element, the critical load and equilibrium path are computed with the aid of the bracketing procedure and the arc-length control method, respectively. Numerical examples show that the proposed element is capable to give accurate results with a smaller number of elements comparing to the elements previously used in the examples. The effect of the nonlinear term used in the local strain expression on the numerical results is also investigated and highlighted.


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