- document
-
Reinhardt, H.W. (author), Nijkamp, P. (author)Report by the Review Committee for the Assessment of Research in Architecture, Building and Planning.report 1998
- document
- Reinhardt, H.W. (author) public lecture 1988
- document
-
Cornelissen, H.A.W. (author), Hordijk, D.A. (author), Reinhardt, H.W. (author)For modelling fracture behaviour of concrete various types of deformation controlled uniaxial tests were performed on normal weight and on lightweight concrete. These two types of concrete were compared with respect to their envelope curves, material stiffness and degradation during post-peak cycles, and residual compressive deformation on crack...journal article 1986
- document
-
Reinhardt, H.W. (author), Bouvy, J.J.B.J.J. (author)Proceedings of the international symposium, held at Rotterdam, The Netherlands, May 30-31, 1985.book 1985
- document
-
Reinhardt, H.W. (author)Concrete is modelled as a linear elastic softening material and introduced into fracture mechanics. A discrete crack is considered with softening zones at the crack tips. Following the approach of Dugdale/Barenblatt, closing stresses are applied to the crack faces in the softening zone. The stresses are described by a power function. Relations...journal article 1984
- document
-
Reinhardt, H.W. (author)Uniaxial impact tensile tests on plain concrete were carried out with the aid of Split Hopkinson Bar equipment with stress rates of up to 60000 N/mm2. s. Various concrete mixes were investigated under. dry and wet conditions. All the concretes showed an increase in strength with increasing stress rate. At very high stress rates the strength may...journal article 1982
- document
- Walraven, J.C. (author), Reinhardt, H.W. (author) journal article 1981
- document
- Walraven, J.C. (author), Vos, E. (author), Reinhardt, H.W. (author) report 1979
- document
-
Körmeling, H.A. (author), Reinhardt, H.W. (author), Shah, S.P. (author)The main purpose of the testing program was to get an idea about the influence of steel fibres on the fatigue performance of conventionally reinforced concrete beams. The influence of three types of steel fibres with three various percentages on the failure load, the cycles to failure, the crack width and the crack spacing should be investigated...report 1979
- document
-
Pat, M.G.M. (author), Fontijn, H.L. (author), Reinhardt, H.W. (author), Stroeven, P. (author)Binnen dit onderzoek wordt onder erosie het afslijten van een oppervlak door water en de daarin meegevoerde sedimenten verstaan. Bij bouwwerken in zee kan erosie een verschijnsel van aantasting zijn als water met zand en slib regelmatig langs de konstruktie heen en weer stroomt. De bouw van de pijlerdam in de Oosterschelde was de aktuele...report 1979
- document
-
Reinhardt, H.W. (author)In this paper, the main interest will lie in the heat liberation and a little in the mechanical properties.report 1979
- document
- Reinhardt, H.W. (author) journal article 1979
- document
- Pat, M.G.M. (author), Reinhardt, H.W. (author) journal article 1979
- document
- Reinhardt, H.W. (author) report 1978
- document
- Reinhardt, H.W. (author) public lecture 1976
- document
- Reinhardt, H.W. (author) journal article 1976