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(1 - 14 of 14)
document
De Borst, R. (author), Muehlhaus, H.B. (author)
conference paper 1991
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Feenstra, P.H. (author), De Borst, R. (author), Rots, J.G. (author)
conference paper 1991
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Schellekens, J.C.J. (author), De Borst, R. (author)
conference paper 1991
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Sluys, L.J. (author), De Borst, R. (author)
conference paper 1991
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De Borst, R. (author), Carmeliet, J. (author), Pamin, J. (author), Sluys, L.J. (author)
conference paper 1994
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Feenstra, P.H. (author), De Borst, R. (author)
conference paper 1995
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Jankovic, D. (author), Chopra, M.B. (author), Kunnath, S.K. (author)
In order to predict a bond-slip behavior of the reinforcement bar in inner joint in a ‘seismic’ reinforced concrete frame structure, experiments and numerical analyses were conducted. A reinforced cylinder with a centrally embedded deformed rebar served as a simple joint model. The bar was fully loaded on a protruding end. Cyclic loading was...
conference paper 2002
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Lalpoor, M. (author), Eskin, D.G. (author), Katgerman, L. (author)
conference paper 2010
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Slobbe, A.T. (author), Hendriks, M.A.N. (author), Rots, J.G. (author)
This paper presents a dedicated numerical test that enables to assess the directional mesh bias of constitutive models in a systematic way. The test makes use of periodic boundary conditions, by which strain localization can be analyzed for different mesh alignments with preservation of mesh uniformity and with exclusion of boundary disturbances...
conference paper 2013
document
Montero-Chacón, F. (author), Schlangen, H.E.J.G. (author), Medina, F. (author)
The use of fiber-reinforced high-performance concrete (FRHPC) is becoming more extended; therefore it is necessary to develop tools to simulate and better understand its behavior. In this work, a discrete model for the analysis of fracture mechanics in FRHPC is presented. The plain concrete matrix, made of mortar and coarse aggregates, is...
conference paper 2013
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Xuan, D. (author), Schlangen, H.E.J.G. (author), Molenaar, A.A.A. (author), Houben, L.J.M. (author)
Fracture properties of cement treated demolition waste were investigated using a lattice model. In practice the investigated material is applied as a cement treated road base/subbase course. The granular aggregates used in this material were crushed recycled concrete and masonry. This results in six different types of phases in the mixture:...
conference paper 2013
document
Liu, D. (author), Heard, P. (author), Savija, B. (author), Smith, G. (author), Schlangen, E. (author), Flewitt, P. (author)
In the present work, the microstructure and mechanical properties of Gilsocarbon graphite have been characterized over a range of length-scales. Optical imaging, combined with 3D X-ray computed tomography and 3D high-resolution tomography based on focus ion beam milling has been adopted for microstructural characterization. A range of small...
conference paper 2015
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Li, C. (author), Rans, C.D. (author), LaPlante, G. (author), Marsden, C. (author)
conference paper 2015
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Garbatov, Y. (author), Ås, S.K. (author), Branner, Kim (author), Choi, B.K. (author), den Besten, J.H. (author), Dong, P. (author), Lillemäe, I. (author), Lindstrom, P. (author), Lourenço de Souz, M. (author), Parmentier, G. (author), Quéméner, Y. (author), Rizzo, C.M. (author), Rörup, J. (author), Vhanmane, Suhas (author), Villavicencio, R. (author), Wang, F. (author), Yuan, Yue (author)
Concern for crack initiation and growth under cyclic loading as well as unstable crack propagation and tearing in the ship and offshore structures. Due attention shall be paid to the suitability and uncertainty of physical models and testing. Consideration is to be given to practical application, statistical description and fracture control...
conference paper 2018
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