Experimental and numerical analysis of the tensile test using sheet specimens
By E. Cabezas, D. Celentano. 2004
141 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanical Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/32df515a7e2a4314903835f82da81692ea6437bb
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
In Mechanical Engineering
- Myoung-Gyu Lee
- Frederic Barlat
- Fabrice Pierron
- J. Chaboche
- A. Serpantié
- Jin-Hwan Kim
- J. G. Eom
- Mansoo Joun
In Mechanics of Materials
- Myoung-Gyu Lee
- Frederic Barlat
- Fabrice Pierron
- J. Chaboche
- J. G. Eom
- A. Serpantié
- Jin-Hwan Kim
- Mansoo Joun
Citations in the corpus
- Strength and deformability of corroded steel plates under quasi-static tensile load (2010, background): “0 [13], and the half thickness, a0, is estimated at a distance b from the center of the neck (see Fig.”
- Experimental and numerical characterization of damage evolution in steels (2007, background): “This last equation is a partially coupled form of defining ψ which can be considered nowadays well established since different versions of it have successfully been used in many engineering applications (see [14] and references therein).”
- A new method for acquiring true stress–strain curves over a large range of strains using a tensile test and finite element method (2008, background): “Recently, many researchers have tried to obtain true stress–strain curves using finite element methods, see e.g. (Cabezas and Celentano, 2004; Campitelli et al., 2004; Choi et al., 1997; Husain et al., 2004; Isselin et al., 2006; Lee et al., 2005; Mirone, 2004; Nayebi et al., 2002; Springmann and…”
- Characterization of the post-necking strain hardening behavior using the virtual fields method (2013, methodology): “However, accurate measurements of the evolving geometries such as curvature radius and rectangular cross-sectional area are not easy tasks in practice (Ling, 1996; Cabezas and Celentano, 2004).”