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- W45644352 abstract "Publisher Summary The seismic design of steel structures should be considered to ensure safety against the cracking, which may be initiated by ductile fracture under large plastic deformation. Therefore, the numerical analysis for advanced seismic design must incorporate geometrical nonlinearity, material nonlinearity, and the crack initiation and growth. This chapter proposes the experimental method that comprise measurement of displacement, instead of strain and the FEM based back analysis. The core of the proposed method is the use of nonstandard specimen that allows nonuniform deformation, measurement of the displacement, and application of an FEM based back analysis. There are two essential techniques to achieve the proposed method. One is the measurement of displacement and the other is the scheme of an FEM based back analysis, or an optimization problem. The Gauss–Newton method is employed with the aids of bi-cubic interpolation functions for an FEM based back analysis. The modified Gurson's model is employed as a presumed constitutive model to investigate the ductile fracture of steel members." @default.
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- W45644352 date "1999-01-01" @default.
- W45644352 modified "2023-09-27" @default.
- W45644352 title "Numerical Approach to the Ductile Fracture of Steel Members" @default.
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- W45644352 doi "https://doi.org/10.1016/b978-008043015-7/50119-6" @default.
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