Concrete Prestressed with Textile Fabric
Source abstract
Abstract
Textile reinforcement is standard meanwhile since there is large experience with continuous and chopped fibers. However, the prestressing of continuous fibers opens more advantages since the initial strain is anticipated and larger stiffness is obtained. The paper shows that this theoretical prediction has been validated.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Structural Analysis and Optimization · Textile materials and evaluations · Structural Analysis of Composite Materials
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Institute of Construction Materials University of Stuttgart
References (7)
Show source-provided references
1. Grosse, C., Reinhardt, H. W. and Dahm, T. (1995). “Localization and classification of fracture types in concrete with quantitative acoustic emission measurement techniques”. in: Proceedings Intern. Symp. Non-Destructive Testing in Civil Engineering (NDT-CE), Berlin, 605-612.
2. Peled, A., Shah, S., and Banthia, N. (2000). “High-Performance Fiber-Reinforced Concrete Thin Sheet Products”. in: ACI SP-190.
3. Proceedings of the third International Symposium, “Non-metallic (FRP) Reinforcement for Concrete Structures” (1997). Sapporo, Japan 14-16 October 1997, Vol. 2. Tokyo, 1997. - ISBN 4-931451-00-4.
4. Reinhardt, H.-W. (1976). “On the biaxial testing and strength of coated fabrics”. Experimental Mechanics 16 (2), 71-74.10.1007/BF02328607 ↗
5. Sonderforschungsbereich 528: Textile Bewehrungen zur bautechnischen Verstärkung und Instandsetzung, Dresden.
6. Sonderforschungsbereich 532: Textilbewehrter Beton - Grundlagen für die Entwicklung einer neuartigen Technologie, Aachen.
7. Taerwe, L. (Ed.) (1995) “Non-Metallic (FRP) Reinforcement for Concrete Structures”. E & FN SPON, London.