Deformation analysis of functionally graded beams by the direct approach

By M. Bîrsan, Holm Altenbach, T. Sadowski, Victor A. Eremeyev, D. Pietras. 2012

154 citations recorded by the source corpus.

Subfields: Control and Systems Engineering, Mechanical Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/f8f148d7eec5877b0175e65a6fe7e007c6cc879d

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Control and Systems Engineering

1. Trung‐Kien Nguyen
2. J. Banerjee
3. Thuc P. Vo
4. Huu-Tai Thai
5. F. Inam
6. H. Su
7. Ugo Andreaus
8. Paolo Casini

In Mechanical Engineering

1. J. Banerjee
2. Trung‐Kien Nguyen
3. Thuc P. Vo
4. Antonio Cazzani
5. Emilio Turco
6. Huu-Tai Thai
7. F. Inam
8. Ugo Andreaus

In Mechanics of Materials

1. J. Banerjee
2. Thuc P. Vo
3. Trung‐Kien Nguyen
4. Huu-Tai Thai
5. F. Inam
6. H. Su
7. Emilio Turco
8. Antonio Cazzani

Citations in the corpus

• Development of dynamic stiffness method for free vibration of functionally graded Timoshenko beams (2015, background): “[3] and Sankar [15] and Zhong and Yu [21].”
• An implicit G1 multi patch B-spline interpolation for Kirchhoff–Love space rod (2014, unknown): “In the expressions (20) (21) it is possible to recognize the initial curvatures and torsion, defined in (5) and the spatial curvatures and torsion, similarly defined as χν = − dn̂ dS · t, χn = dν̂ dS · t, χt = dn̂ dS · ν̂.”
• Static and vibration analysis of functionally graded beams using refined shear deformation theory (2013, methodology): “[3] employed the theory of directed curves to investigate the mechanical behaviour of non-homogeneous, composite, and FG beams.”
• Isogeometric analysis of plane-curved beams (2016, background): “Among them there is the analysis of beams made of composite and functionally graded materials where proper relations for 1D elastic properties are established [24]; the extension of the Timoshenko beam model to thermal problems for beams within the framework of a twotemperature model [25]; and the d”
• Identification of multiple open and fatigue cracks in beam-like structures using wavelets on deflection signals (2016, background): “In general, the data for damage detection can be either vibration-based dynamic properties or static deformation profiles [1,2].”
• Static and free vibration of axially loaded functionally graded beams based on the first-order shear deformation theory (2013, background): “works on static ([3]-[11]) and free vibration ([12]-[18]) as well as buckling analysis ([19],[20]) of FG”