Searched for: subject%3A%22finite%255C+element%255C+analysis%22
(321 - 338 of 338)

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document
Groen, A.E. (author), De Borst, R. (author)
journal article 1997
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De Borst, R. (author), Benallal, A. (author), Heeres, O.M. (author)
journal article 1996
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Peerlings, R.H.J. (author), De Borst, R. (author), Brekelmans, W.A.M. (author), De Vree, J.H.P. (author), Spee, I. (author)
journal article 1996
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Fawaz, S. (author)
report 1996
document
Bergsma, O.K. (author)
doctoral thesis 1995
document
De Borst, R. (author), Groen, A.E. (author)
journal article 1995
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Gutierrez, M.A. (author), De Borst, R. (author), Schellekens, J.C.J. (author), Sluys, L.J. (author)
journal article 1995
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Asin, M. (author), Walraven, J. (author)
The structural behaviour of deep beams is still not completely understood, since, for example, plane sections do not remain plane and no uniform shear flow can develop because of the small ratio between depth and shear span. If in addition, the supporting system is also statically indeterminate, the number of difficulties increases. In order to...
journal article 1995
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Kunes, I. (author)
report 1995
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Hashagen, F. (author), Schellekens, J.C.J. (author), De Borst, R. (author), Parisch, H. (author)
journal article 1995
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Laurenco, P.B. (author), Rots, J.G. (author), Blaauwendraad, J. (author)
Two models for the micro- and macro-analysis of masonry structures are presented. For the micromodeling of masonry, an interface failure criterion that includes a straight tension cut-off, the Coulomb friction law and an elliptical cap is proposed. The inelastic behavior includes tensile strength softening, cohesion softening, compressive...
journal article 1995
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Sharooz, B.M. (author), Ho, I.K. (author), Aktan, A.E. (author), De Borst, R. (author), Blaauwendraad, J. (author), Van der Veen, C. (author), Iding, R.H. (author), Miller, R.A. (author)
journal article 1994
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De Borst, R. (author), Sluys, L.J. (author), Muhlhaus, H.B. (author), Pamin, J. (author)
journal article 1993
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Schellekens, J.C.J. (author), De Borst, R. (author)
journal article 1993
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Feenstra, F.H. (author), De Borst, R. (author)
The problems commonly encountered in the numerical analysis of reinforced structures are often related to biaxial stress states in the structure. In this study this problem is solved with the formulation of a composite plasticity model which describes both cracking and crushing of concrete within the framework of plasticity theory. The other...
journal article 1993
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Oosterlee, C.W. (author), Wesseling, P. (author)
journal article 1993
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Schellekens, J.C.J. (author), De Borst, R. (author)
journal article 1990
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van-Steeg, J.G. (author), Wesseling, P. (author)
journal article 1978
Searched for: subject%3A%22finite%255C+element%255C+analysis%22
(321 - 338 of 338)

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