Trag- und Verformungsverhalten von Stahlbetonflächentragwerken, insbesondere bei Beanspruchungen im Gebrauchslastbereich

• Applicant: Professor Dr.-Ing. Manfred Keuser
• Subject Area: Construction Material Sciences, Chemistry, Building Physics
• Term: from 2007 to 2012
• Project identifier: Deutsche Forschungsgemeinschaft (DFG) - Project number 34568667

• Final Report Year: 2012

Final Report Abstract

No abstract available

Publications

• 2009, Factor of transverse rebar affecting crack behavior of concrete elements subjected to bending, IABSE Symposium, Bangkok, Thailand
  Han, D., and Keuser, M.
  
• 2010. Anwendung des TLS zur Untersuchung des Last-Verformungsverhaltens von Flächentragwerken aus Stahlbeton. Ingenieurvermessung-10, Munich, Germany
  Han, D., Heunecke, O., Keuser, M., Liebl, W.
  
• 2010. Transverse Rebar Affecting Crack Behaviors of R.C. members Subjected to Bending, Computational Modelling of Concrete Structures, Schladming, Austria
  Han, D., Keuser, M. and Rüdiger L.
  
• 2011. Experimental and Theoretical Investigation of the Crack Behavior of RC-slabs Subjected to Biaxial Bending. Dissertation, Universität der Bundeswehr München
  Han, D.
  
• 2011. Influence of Transverse Reinforcing Bar Spacing on Flexural Crack Spacing on Reinforced Concrete, The 12th East Asia-Pacific Concference on Structural Engineering and Construction, Hongkong, China
  Han, D., Keuser, M., Zhao, X. and Langer, B