Shear deformation of pier wrapped by high fracturing strain fiber

Dhannyanto Anggawidjaja, Tamon Ueda, Jian-Guo Dai, Hiroshi Nakai

Research output: Chapter in book / Conference proceedingConference article published in proceeding or bookAcademic researchpeer-review

Abstract

Strengthening of RC piers using fiber confinement to improve shear capacity and ductility has become more frequent in actual application. A new high fracturing strain fiber material, Polyethylene Terephthalate (PET), whose elastic modulus and fracture strain are 6.7 GPa and 13.8%, respectively has been investigated for its applicability for RC piers strengthening purpose. Experimental results showed PET fiber is less likely to rupture before the pre-defined ultimate state of strengthened structure is reached. The continuous fiber strain development allows further prediction of concrete damage and shear deformation based on truss mechanism model. A model for shear deformation was proposed and could predict the shear deformation post-flexural yielding and shear yielding. The shear deformation model can be a significant contribution in determining loaddisplacement curve for performance index in the performance based design.
Original languageEnglish
Title of host publicationResponding to Tomorrow's Chanllenges in Structural Engineering, IABSE Report
Number of pages8
Volume92
DOIs
Publication statusPublished - 2006
Externally publishedYes
EventIABSE Symposium Budapest, Hungary - Budapest, Hungary
Duration: 13 Sep 200615 Sep 2006
https://www.tandfonline.com/doi/abs/10.2749/101686605777963431

Conference

ConferenceIABSE Symposium Budapest, Hungary
Country/TerritoryHungary
CityBudapest
Period13/09/0615/09/06
Internet address

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