Dissertation > Excellent graduate degree dissertation topics show

Research and Application of Prestressed CFRP Tendon Tension Anchorage System

Author: HuangZuo
Tutor: JinWenCheng
School: Huazhong University of Science and Technology
Course: Bridge and Tunnel Engineering
Keywords: FRP materials prestressed CFRP tendons Clip Type Anchorsension anchorage system experimental investigations
CLC: U445.72
Type: Master's thesis
Year: 2013
Downloads: 9
Quote: 0
Read: Download Dissertation


As a performance of traditional composites, reinforced concrete and prestressedconcrete was widely used in modern engineering structures since it appears, and structureslowly from a small structure to the development of large-scale structure. The traditionalbasic component reinforcement material reinforced, steel strand and parallel wire. Decades,with the depth of research and applications, reinforced and prestressed concrete structuresshortcomings increasingly exposed, especially in harsh environments, just corrosionproblem is very serious, and thus triggered a series of unfavorable factors are cause thestructure carrying capacity and the normal use of the ability to reduce the root causes,which had structural reinforcement.In many composite materials, new materials, fiber reinforced plastics (full nameFiber Reinfoced Plastics, or Fiber Reinfoced Polymer of FRP) for its lightweight, highstrength, corrosion resistance, non-magnetic, anti-fatigue characteristics stand out muchdomestic favor of outer researchers.This article relying Guangdong ProvincialCommunications Technology project "tensioning the tendons of the non-metallic materialstechnology, in combination with existing research at home and abroad on the basis of theresults for the the GFRP system of anchorage theoretical analysis, finite elementsimulation analysis, experimental research CFRP prestressed beam theory andexperimental research, to last tensioned anchoring technology research and engineeringapplications, has made substantial breakthroughs in some key technology issues, has beenformed from the anchorage of GFRP and CFRP prestressed beam with production to thetensioning process research and application of a complete set of tension anchorage system.Research and will eventually be applied to actual engineering Songshuao Bridge. Newbridges after FRP prestressing technology has played an important role in the reference.

Related Dissertations

  1. FRP Material Research on Wet Flue Gas Desulphurization of Electricity Generating Station and the Design Produce of FRP Flue Conduit,TM621.7
  2. Fractal Investigation of Tribology Performance of Porous Bearings,TH133.3
  3. Experimental Study and Theoretical Analysis on the Bending Behavior of the Corroded Channel Steel,TU391
  4. Light steel residential siding skeleton mechanical properties of test research,TU392.5
  5. Experimental and Theoretical Studies on Prestressed Concrete Beams with Partially Bonded CFRP Tendons,TU375.1
  6. Unbonded CFRP tendon partially prestressed concrete beam Nonlinear Analysis,TU378
  7. Experimental Study and Theoretical Analysis on the Buckling Behavior of the Corroded H-shape Steel,TU317
  8. Research on the Application and Theory of Non-metallic Anchorage System Based on FRP Materials,TU757.2
  9. Investigation of Tribology Performance of Porous Bearings,TH133.3
  10. Study on Concrete Beam Bridge Which Reinforced by the Prestressed CFRP Plates,U445.72
  11. Dwarf Pylon Cable-stayed Consolidation Method on the Application Research of Beam Type Bridge,U445.72
  12. Provincial highway 316 line Hou Village Bridge Detection and Reinforcement Technology,U445.72
  13. Research on Cracking Behavior Analysis and Reinforcement of Prestressed Concrete Box Girder Bridge,U445.72
  14. Stream River Bridge Crack Analysis and Reinforcement,U445.72
  15. The Reinforcement and the Bearing Capacity Analysis after Treatment of an Overpass in Zhongshan City,U445.72
  16. Old Bridge Detection and Pile Reinforcement Techniques Applied Research of South-to-north Water Diversion Project in Shandong Section,U445.72
  17. Convert reinforced concrete section T ( or π) -beam bridge technology research,U445.72
  18. The Research of Reinforcement Method on a Whole-Plate Girder Bridge with Single Column,U445.72
  19. Time-dependent Reliability Analysis of Existing Double-curvature Bridge Strengthened with Augment Section Method,U445.72
  20. Research on Carrying Capacity and Assessment Method of Damaged Double-curved Arch Bridge,U445.72
  21. New Prestressed System Strengthening the Bridge Structrue,U445.72

CLC: > Transportation > Road transport > Bridges and Culverts > Bridge Construction > Bridge maintenance, repair and remediation > Bridge strengthening
© 2012 www.DissertationTopic.Net  Mobile