International Concrete Abstracts Portal

  


Title: Restored Strength of Cracked Concrete Beam Repaired by Epoxy and Polymethyl Methacrylate

Author(s): Yu-Cheng Kan, Tsong Yen, and Ming-Gin Lee

Publication: Materials Journal

Volume: 105

Issue: 5

Appears on pages(s): 451-458

Keywords: crack; epoxy; PMMA; repair

DOI: 10.14359/19974

Date: 9/1/2008

Abstract:
This paper presents a research work on the bonding characteristics of epoxy mortar and polymethyl methacrylate (PMMA)-based mortar to repair concrete cracks. The feasibility of using both materials to repair various types of cracks of various widths in concrete is examined. The propagation path of a flexural crack or a shearing crack was predicted using a dynamic finite element code. Such cracks were then produced experimentally in an appropriate test configuration. The bonding performance of the materials used to repair the crack was examined. Test results revealed that concrete with a flexural crack has a higher restoring efficiency than that with a shearing crack when repaired with epoxy mortar or PMMA mortar. Increasing the amount of sand inclusions in the mortar increases the restoring efficiency, allowing good workability to be achieved.


ALSO AVAILABLE IN:

Electronic Materials Journal



  


ABOUT THE INTERNATIONAL CONCRETE ABSTRACTS PORTAL

  • The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

Edit Module Settings to define Page Content Reviewer