Tensile strength of structural concrete repaired with hi-bond polymer modified mortar
Creators
- 1. University of Engineering and Technology, Jamshoro (Pakistan). Dept. of Civil Engineering
Description
Repair of cracks in concrete is often required to save the concrete structures. Appearance of crack in concrete is bound with the tensile strength of concrete. Recently a cement factory in Sindh has launched a HBPMM (Hi-Bond Polymer Modified Mortar) that can be used as a concrete repairing material instead of normal OPC (Ordinary Portland Cement). It is needed to investigate its performance compared to that of OPC. In total 144 concrete cylinders (150x300mm) having strength of 3000 and 5000 psi were manufactured. These cylinders were then splitted by using a UTM (Universal Testing Machine) and their actual tensile strength was obtained. The concrete cylinders were then repaired with different applications of HBPMM and arc. The repaired samples were again splitted at different curing ages (3, 7 and 28 days) and their tensile strength after repair was obtained. The results show that the concrete cylinders repaired with HBPMM could give better tensile strength than that repaired with arc, the tensile strength of concrete cylinders after repair could increase with increase in the application of repairing material i.e. HBPMM or OPC and with curing time, and HBPMM could remain more effective in case of rich mix concrete than that of normal mix concrete. (author)
Additional details
Publishing Information
- Journal Title
- Mehran University Research Journal of Engineering and Technology
- Journal Volume
- 28
- Journal Issue
- 4
- Journal Page Range
- p. 509-516
- ISSN
- 0254-7821
INIS
- Country of Publication
- Pakistan
- Country of Input or Organization
- Pakistan
- INIS RN
- 41000955
- Subject category
- S36: MATERIALS SCIENCE;
- Descriptors DEI
- BUILDING MATERIALS; CONCRETES; CRACKS; MORTARS; POLYMERS; PORTLAND CEMENT; TENSILE PROPERTIES
- Descriptors DEC
- BUILDING MATERIALS; CEMENTS; MATERIALS; MECHANICAL PROPERTIES