The paper presents the study of spalling effect occurring under tensile loading in thin-walled TRC specimens. The experimentally observed failure patterns are first classified and the performed experiment design is explained and discussed. A parameter study of spalling effect with varied thickness of concrete cover and reinforcement configurations including both the textile fabrics and the yarns provided the basis for numerical analysis of the effect. The applied numerical model was designed in order to capture the initiation and propagation of longitudinal cracks leading to the separation of concrete blocks from the textile fabrics. A meso-scopic material resolution in a single crack bridge is used for the simulation exploiting the periodic structure of the crack bridges both in the lateral and in the longitudinal direction of the TRC specimens. The matrix was modeled using an anisotropic damage model falling in the microplane-category of material models. The bond between yarn and matrix follows a non-linear bond-law calibrated using pull-out tests. The epoxy-impregnated reinforcement is considered as a homogeneous bar.
| Identifer | oai:union.ndltd.org:DRESDEN/oai:qucosa:de:qucosa:23783 |
| Date | 03 June 2009 |
| Creators | Jerabek, Jakub, Keil, Allessandra, Schoene, Jens, Chudoba, Rostislav, Hegger, Josef, Raupach, Michael |
| Publisher | Technische Universität Dresden |
| Source Sets | Hochschulschriftenserver (HSSS) der SLUB Dresden |
| Language | English |
| Detected Language | English |
| Type | doc-type:article, info:eu-repo/semantics/article, doc-type:Text |
| Source | 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. 289 - 300 |
| Rights | info:eu-repo/semantics/openAccess |
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