TY - CHAP A1 - Wille, Frank ED - Schießl, Peter T1 - Characteristics of bond between steel wire ropes and concrete T2 - 4th International Ph.D. Symposium in Civil Engineering, September 19th - 21th, 2002, Munich, Germany, vol. 2 Y1 - 2002 SN - 3-935065-09-4 SP - 434 EP - 446 PB - Springer CY - Düsseldorf ER - TY - CHAP A1 - Wille, Frank A1 - Avak, Ralf ED - Balázs, György L. T1 - Bond Behaviour of Steel Wire Ropes Embedded in Concrete T2 - Bond in concrete - from research to standards, proceedings of the 3. international symposium held in Budapest, 20 to 22 November 2002 Y1 - 2002 SN - 963-420-714-6 SP - 300 EP - 307 PB - University of Technology and Economics CY - Budapest ER - TY - CHAP A1 - Avak, Ralf T1 - DIN 1045-1 Auswirkungen auf die Biegebemessung Y1 - 2001 ER - TY - CHAP A1 - Avak, Ralf T1 - Verformungsbeeinflusste Tragwerke-Stabilität Y1 - 2001 ER - TY - CHAP A1 - Avak, Ralf A1 - Wille, Frank T1 - Experimental investigations and modeling of bond between round strand ropes and concrete T2 - 11th International Conference on Fracture 2005, (ICF11), Turin, Italy 20-25 March 2005, Vol. 2 Y1 - 2005 SN - 978-1-61782-063-2 SP - 1375 EP - 1380 ER - TY - CHAP A1 - Schwuchow, Ronald T1 - A Probabilistic Model to Simulate Slender Reinforced Concrete Columns using Quasi-Monte Carlo Methods within SSJ Technology T2 - Multilevel approach to fracture of materials, components and structures, book of abstracts & proceedings on CD-ROM, 2-5 September, 2008, Brno, Czech Republic Y1 - 2008 SN - 978-80-214-3692-3 PB - VUTIUM CY - Brno ER - TY - CHAP A1 - Schwuchow, Ronald T1 - The Application of Quasi-Monte Carlo Method in Reliability Studies of Slender Concrete Columns T2 - Summary, 7th International PhD Symposium in Civil Engineering, Stuttgart, September 11th - 13th 2008 Y1 - 2008 CY - Stuttgart ER - TY - CHAP A1 - Jesse, Frank A1 - Stremmel, Wolfgang A1 - Curbach, Manfred ED - Biondini, Fabio ED - Frangopol, Dan M. T1 - Bond Behaviour and Failure Mechanisms of EBR Made of UHM Carbon Fibres T2 - Bridge Maintanance, Safety, Management, Resilience and Sustainability. Proceedings of the 6th International Conference on Bridge Maintenance, Safety and Managemente (IABMAS2012), Stresa, Lake Maggiore, Itale, 8-12 July 2012 N2 - Externally bonded reinforcements (EBR) made of ultra high modulus (UHM) carbon fibres seem particularly interesting for shear strengthening. The extremely high modulus can keep shear cracks small to activate aggregate interlock that is an important component of shear load transfer. An experimental study on RC strain specimens with un-deformed low strength steel bars as internal reinforcement has been conducted to provide design values for UHM carbon sheets and information on load interaction. It has been found that there may be combinations of EBR of UHM carbon fibres and internal un-deformed low strength steel reinforcement that show no strengthening effect. It is shown that the load capacity of UHM carbon fibre sheets might be much lower in structural applications compared to values derived from laboratory tests. The reasoning is based on fibre waviness, inhomogeneous delamination, inappropriate high fibre stiffness that result in a very heterogeneous stress distribution and trigger a collapse like failure at very low ultimate loads. Y1 - 2012 SN - 978-0-415-62124-3 PB - CRC Press CY - London ER - TY - CHAP A1 - Jesse, Frank A1 - Kutzner, Tobias ED - Curbach, Manfred ED - Opitz, Heinz ED - Hampel, Torsten ED - Scheerer, Silke T1 - Praktische Anwendung der digitalen Photogrammetrie in der Bautechnik – Einfluss wesentlicher Systemparameter und erreichbare Messgenauigkeit T2 - 7. Symposium Experimentelle Untersuchungen in der Baupraxis Y1 - 2013 SP - 115 EP - 129 PB - Techn. Univ., Fak. Bauingenieurwesen CY - Dresden ER - TY - CHAP A1 - Sickert, Jan-Uwe A1 - Schwiteilo, Katrin A1 - Jesse, Frank ED - Curbach, Manfred ED - Ortlepp, R. T1 - Statistische Auswertung der Bruchspannung einaxialer Zugversuche an Textilbeton – Vorschläge für Teilsicherheitsbeiwerte T2 - Textilbeton in Theorie und Praxis, Tagungsband zum 6. Kolloquium zu textilbewehrten Tragwerken (CTRS6), gemeinsames Abschlusskolloquium der Sonderforschungsbereiche 528 (Dresden) und 532 (Aachen), Berlin 19.9.2011 - 20.9.2011 Y1 - 2011 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:bsz:14-qucosa-77867 SN - 978-3-86780-245-1 SP - 141 EP - 155 PB - Techn. Univ. CY - Dresden ER - TY - CHAP A1 - Jesse, Frank ED - Jesse, Frank ED - Osterrieder, Peter T1 - Konstruieren mit Stabwerkmodellen nach DIN EN 1992 (EC2) T2 - Planen und Bauen mit aktuellen Regelwerken, 20. Brandenburgischer Bauingenieurtag, BBIT 2013, 15. März 2013 Y1 - 2013 SP - 97 EP - 114 PB - BTU CY - Cottbus ER - TY - CHAP A1 - Batke, Frank T1 - Entwicklung eines verformungsbasierten Bemessungskonzeptes zur Begrenzung der Rissbreiten bei Verstärkungsschichten aus textilbewehrtem Beton T2 - 54. DAfStb-Forschungskolloquium, 7. und 8. November 2013 an der Ruhr-Universität Bochum Y1 - 2013 SP - 233 EP - 238 PB - Deutscher Ausschuss für Stahlbeton CY - Berlin ER - TY - CHAP A1 - Schulz, Hagen T1 - Analyse signifikanter Schadensbilder an Brücken im Land Brandenburg T2 - 54. DAfStb-Forschungskolloquium, 7. und 8. November 2013 an der Ruhr-Universität Bochum Y1 - 2013 SP - 133 EP - 138 PB - Deutscher Ausschuss für Stahlbeton CY - Berlin ER -