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Improved Utilization of Externaly Prestressed CFRP-Strips by Means of Deviation

, , and . page 78 – 79. The Egyptian Society of Engineers, (2008)

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Analysis and Behaviour of CFRP-Strips at Deviation Saddle for CFRP Prestressed Bridges, , and . IABSE Symposium Weimar, page 190 – 191. (2007)Improved Utilization of Externaly Prestressed CFRP-Strips by Means of Deviation, , and . page 78 – 79. The Egyptian Society of Engineers, (2008)Load-Bearing Capacity of Deviated CFRP Strips, and . Journal of Composites for Construction, (August 2014)Application of pre-stressed CFRP-Stripes in Bridges: Concept, Analysis and Construction Details, , and . The Fourth Middle East Symposium on Structural Composites for Infrastructure Applications, (2005)Experiments on deviated CFRP-Stripes for external pre-stressing, , and . COBRAE Conference 2007: Benefits on Civil Engineering, Stuttgart/Germany 2007, (2007)Behaviour of Deviated CFRP-Strips, , and . Fourth International Conference on FRP Composites in Civil Engineering (CICE2008), Zurich, Switzerland, (22-24 July 2008)Friction effect on the tensile strength of deviated CFRP-Strips, , and . 13th International Conference on Structural and Geotechnical Engineering, Cairo – Egypt, Ain Shams University Faculty of Engineering, Department of Structural Engineering, (27-29 Dec. 2009)Umgelenkte Lamellen aus kohlefaserverstärktem Kunststoff für freistehende Spannglieder im Konstruktiven Ingenieurbau, and . Beton- und Stahlbetonbau, (October 2008)Umgelenkte Lamellen aus kohlestofffaserverstärktem Kunststoff als freistehende Spannglieder im Konstruktiven Ingenieurbau. Universität Stuttgart, ITKE, Stuttgart, Germany, (2013)