Parametric study of tensile response of TRC specimens reinforced with epoxy-penetrated multi-filament yarns
| Autor: | Chudoba, Rostislav, Konrad, Martin, Schleser, Markus, Meskouris, Konstantin, Reisgen, Uwe |
|---|---|
| Jazyk: | angličtina |
| Rok vydání: | 2009 |
| Předmět: |
info:eu-repo/classification/ddc/620
ddc:620 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 tensile test on textile reinforced concrete specimen Harz-getränkte Multifilamentgarne Modellierung der multiplen Rissbildung in der Matrix Mikromechanische Modellierung einer Rissüberbrückung Faser-Bündel-Modell Garnzugversuch Pull-Out-Test Textilbeton-Dehnkörperversuch |
| Zdroj: | Textilbeton – Theorie und Praxis : Tagungsband zum 4. Kolloquium zu Textilbewehrten Tragwerken (CTRS4) und zur 1. Anwendertagung, Dresden, 3.6. - 5.6.2009. - Dresden, 2009. - S. 87 - 98 |
| Druh dokumentu: | Článek |
| Popis: | 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. |
| Databáze: | Networked Digital Library of Theses & Dissertations |
| Externí odkaz: |
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