Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Creep and failure prediction of Diestian ferruginous sandstone: Modelling and repair options
Highlights ▸ Structural problems related to the use of low-quality stones are rigorously addressed. ▸ Methodology and conclusions can be extrapolated to many types of soft natural stone masonry. ▸ Experimental characterisation (creep tests) and modelling (creep model) are presented. ▸ Presented work is strongly linked with practical issues and real case studies.
Abstract Diestian ferruginous sandstone is a brown–red, porous sandstone which has been used for the construction of numerous monumental buildings in Belgium. Urged by a number of collapses of monuments, a research program was set up which aims at characterising the sandstone’s behaviour under monotonic and sustained loading. It was found that the sandstone has a low compressive strength with a large scatter on its mechanical properties and is very sensitive to time-dependent mechanical deterioration. A viscoelastic model with damage is used to model the sandstone’s creep behaviour. The model takes into account damage accumulation at low stress levels. The model is calibrated on the results of experimental creep tests and used to simulate the time-dependent deformations of a collapsed bell tower. Finally, future prospects for the use of this sandstone and repair options are discussed.
Creep and failure prediction of Diestian ferruginous sandstone: Modelling and repair options
Highlights ▸ Structural problems related to the use of low-quality stones are rigorously addressed. ▸ Methodology and conclusions can be extrapolated to many types of soft natural stone masonry. ▸ Experimental characterisation (creep tests) and modelling (creep model) are presented. ▸ Presented work is strongly linked with practical issues and real case studies.
Abstract Diestian ferruginous sandstone is a brown–red, porous sandstone which has been used for the construction of numerous monumental buildings in Belgium. Urged by a number of collapses of monuments, a research program was set up which aims at characterising the sandstone’s behaviour under monotonic and sustained loading. It was found that the sandstone has a low compressive strength with a large scatter on its mechanical properties and is very sensitive to time-dependent mechanical deterioration. A viscoelastic model with damage is used to model the sandstone’s creep behaviour. The model takes into account damage accumulation at low stress levels. The model is calibrated on the results of experimental creep tests and used to simulate the time-dependent deformations of a collapsed bell tower. Finally, future prospects for the use of this sandstone and repair options are discussed.
Creep and failure prediction of Diestian ferruginous sandstone: Modelling and repair options
Verstrynge, E. (Autor:in) / Schueremans, L. (Autor:in) / Van Gemert, D. (Autor:in)
Construction and Building Materials ; 29 ; 149-157
02.10.2011
9 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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