Searched for: author%3A%22Riks%2C+E.%22
(1 - 16 of 16)
document
Riks, E. (author), Rankin, C.C. (author)
report 1994
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Riks, E. (author), Rankin, C.C. (author), Brogan, F.A. (author)
report 1994
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Riks, E. (author), Knops, H.A.J. (author)
report 1993
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Riks, E. (author)
report 1993
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Rankin, C.C. (author), Brogan, F.A. (author), Riks, E. (author)
report 1992
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Vandepitte, D. (author), Riks, E. (author)
report 1992
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Riks, E. (author), Rankin, C.C. (author), Brogan, F.A. (author)
report 1992
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Riks, E. (author)
report 1992
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Riks, E. (author), Rankin, C.C. (author), Brogan, F.A. (author)
report 1991
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Riks, E. (author), Merazzi, S. (author), de Boer, A. (author)
In many practical problems of plate and shell buckling, the pre-buckling state is linear and can be obtained from the linearized equations of elasticity. The computation of the buckling load and mode in such cases correponds to a linear eigenvalue problem that can easily be formulated and implemented in a finite element code. This report...
report 1988
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de Boer, A. (author), Riks, E. (author)
In this report a description is given of the nonlinear package of B2000. The set-up of the continuation procedure which controls the nonlinear calculations is explained. At some points the existing continuation procedure was modified to enhance its performance. The nonlinear package contains a nonlinear rod element and a nonlinear thick shell...
report 1988
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Riks, E. (author), Rankin, C.C. (author)
Continuation methods with adaptive path parameters, such as arc-length continuation, are based on bordered equations where the governing matrix is nonsymmetric with respect to one column and row. In the conventional way of solving these systems, the factored submatrix of the total system becomes singular at special solution points such as limit...
report 1987
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Riks, E. (author)
The STAGS computer code is designed for the analysis of the stability behaviour of shell structures. As such it presents an important contribution to the computerized analysis of structural problems. Despite its great potential, however, the code in its present form is subject to restrictions which limit the range of its possibilities...
report 1979
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Riks, E. (author)
The compression panel considered in this report tends to buckle in an Euler type mode between the ribs that support the panel. A combination of torsion and bending of the Z-stiffeners during buckling lowers the overall bending stiffnes of the panel and causes buckling to occur explosively. The present report deals with a numerical analysis of a...
report 1978
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Ottens, H.H. (author), Riks, E. (author)
report 1974
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Riks, E. (author)
report 1973
Searched for: author%3A%22Riks%2C+E.%22
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