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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.

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Showing 1 to 2 of 2 (0.067 seconds)
1

Parametric study of tensile response of TRC specimens reinforced with epoxy-penetrated multi-filament yarns

Chudoba, Rostislav, Konrad, Martin, Schleser, Markus, Meskouris, Konstantin, Reisgen, Uwe 03 June 2009 (has links) (PDF)
The paper presents a meso-scopic modeling framework for the simulation of three-phase composite consisting of a brittle cementitious matrix and reinforcing AR-glass yarns impregnated with epoxy resin. The construction of the model is closely related to the experimental program covering both the meso-scale test (yarn tensile test and double sided pull-out test) and the macro-scale test in the form of tensile test on the textile reinforced concrete specimen. The predictions obtained using the model are validated using a-posteriori performed experiments.
epoxy-penetrated multi-filament yarn
modeling of multiple matrix cracking
micro-scale modeling of crack bridge
fiber bundle model
yarn tensile test
pull-out test
Harz-getränkte Multifilamentgarne
ddc:620
rvk:ZI 2000
2

Parametric study of tensile response of TRC specimens reinforced with epoxy-penetrated multi-filament yarns

Chudoba, Rostislav, Konrad, Martin, Schleser, Markus, Meskouris, Konstantin, Reisgen, Uwe 03 June 2009 (has links)
The paper presents a meso-scopic modeling framework for the simulation of three-phase composite consisting of a brittle cementitious matrix and reinforcing AR-glass yarns impregnated with epoxy resin. The construction of the model is closely related to the experimental program covering both the meso-scale test (yarn tensile test and double sided pull-out test) and the macro-scale test in the form of tensile test on the textile reinforced concrete specimen. The predictions obtained using the model are validated using a-posteriori performed experiments.
info:eu-repo/classification/ddc/620
ddc:620

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