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Rots, J.G. (author), Nauta, P. (author), Kuster, G.M.A. (author), Blaauwendraad, J. (author)The possibilities of the smeared crack concept for simulating crack propagation and fracture in concrete is investigated. A smeared crack formulation is proposed which treats concrete constitutive behaviour separately from crack interface behaviour. In this study concrete is in most cases modelled as having linearly elastic characteristics. For...journal article 1985
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- Rots, J.G. (author), De Borst, R. (author) journal article 1987
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- Rots, J.G. (author) doctoral thesis 1988
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- Rots, J.G. (author), De Borst, R. (author) journal article 1989
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- Rots, J.G. (author), De Borst, R. (author) journal article 1989
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Rots, J.G. (author), Blaauwendraad, J. (author)Numerical tools to simulate cracking in concrete and similar materials are developed. Firstly, a treatment is given of smeared and discrete crack concepts, which start from the notion of a continuum and a discontinuum respectively. With the smeared crack concept a distinction is furthermore made between fixed, multi-directional and rotating...journal article 1989
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- Feenstra, P.H. (author), De Borst, R. (author), Rots, J.G. (author) conference paper 1991
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- Feenstra, P.H. (author), De Borst, R. (author), Rots, J.G. (author) journal article 1991
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- Feenstra, P.H. (author), De Borst, R. (author), Rots, J.G. (author) journal article 1991
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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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- Lourenco, P.B. (author), De Borst, R. (author), Rots, J.G. (author) journal article 1997
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Van Zijl, G.P.A.G. (author), De Borst, R. (author), Rots, J.G. (author)The response of cementitious materials is highly time dependent. On the one hand, it can lead to delayed collapse of structures fabricated of such materials. On the other hand, the time dependence is associated with the relaxation of peak stresses, which avoids, or postpones damage. A finite element formulation is presented for the analysis of...journal article 2000
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Giardina, G. (author), Hendriks, M.A.N. (author), Rots, J.G. (author)Excavation works in urban areas require a preliminary risk damage assessment. In historical cities, the prediction of building response to settlements is necessary to reduce the risk of damage of the architectural heritage. The current method used to predict the building damage due to ground deformations is the Limiting Tensile Strain Method ...conference paper 2009
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- De Vent, I.A.E. (author), Rots, J.G. (author), Hobbelman, G.J. (author) conference paper 2009
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- Van de Graaf, A.V. (author), Hendriks, M.A.N. (author), Rots, J.G. (author) conference paper 2009
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- Rots, J.G. (author), Invernizzi, S. (author), Belleti, B. (author), Hendriks, M.A.N. (author) conference paper 2009
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Louter, P.C. (author), Graaf, van de Anne (author), Rots, J.G. (author)This paper investigates whether a novel computational sequentially linear analysis (SLA) technique, which is especially developed for modeling brittle material response, is applicable for modeling the structural response of metal reinforced glass beams. To do so, computational SLA results are compared with experimental results of four-point...conference paper 2010
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- Ensink, S.W.H. (author), van de Graaf, A.V. (author), Slobbe, A.T. (author), Hendriks, M.A.N. (author), den Uijl, J.A. (author), Rots, J.G. (author) conference paper 2012
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- Giardina, G. (author), Floria, V. (author), Hendriks, M.A.N. (author), Rots, J.G. (author) conference paper 2012
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- Giardina, G. (author), Marini, A. (author), Hendriks, M.A.N. (author), Rots, J.G. (author), Rizzardini, F. (author), Giuriani, E. (author) report 2012