Evaluation and Performance of Repair Materials for Rehabilitation of Concrete Structures

Mohammad Iqbal Khan; Tarek H. Almusallam; Abdulaziz a. Almosa; Saleh H. Alsayed; Yousef A. Al Salloum

doi:10.4028/www.scientific.net/AMR.163-167.3820

Paper Titles

Experimental Investigation on the Anchorage Mechanics of Anchorage Cable of the late Model with the Pressure Uniform
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Mechanical Behavior of FRP-Confined Rectangular Concrete Column
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Study on Development Strategy of University’s Architectural Design Enterprise
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On the Relationship between Deteriorated Level of ASR Damaged Concrete and Lithium Migration from Acceleration Lithium Migration Technique Test
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Evaluation and Performance of Repair Materials for Rehabilitation of Concrete Structures
p.3820

Study on Stress-Strain Relationship of FRP-Confined Concrete Filled Steel Tubes
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Axial Compressive Behavior of CFRP-Confined Concrete Columns Subject to Short-Term Preloading
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Local Stiffening of Steel I-Beams by Using CFRP Materials
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Comparing the Use of CFRP Laminates with Light Gauge Galvanized Steel Plates in Structural Strengthening of Beams Subjected to Flexural Loading
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Evaluation and Performance of Repair Materials for...

Evaluation and Performance of Repair Materials for Rehabilitation of Concrete Structures

Abstract:

The most common form of rehabilitation for a deteriorated structure is to remove the deteriorated concrete and replace it with a new material, thus increasing the design life of the structure. Good adhesion of a repair material to concrete is of vital importance in the application and performance of concrete repairs. A major factor that influences the durability of the repair is the bond strength between the new material and the substrate. In this investigation, the most common repair materials, produced by international reputed manufactures, available in the local market were selected from cementitious repair mortars and cementitious polymer modified mortars. The performance of these materials were evaluated in terms of compressive strength, tensile strength, bond strength in tension and bond strength in modulus of rupture.

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Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

3820-3825

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.3820

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Online since:

December 2010

Authors:

Mohammad Iqbal Khan, Tarek H. Almusallam, Abdulaziz a. Almosa, Saleh H. Alsayed, Yousef A. Al Salloum

Keywords:

Bond Strength, Compressive Strength, Concrete Structure, Modulus of Rupture, Polymer Modified, Rehabilitation, Repair Material, Tensile Strength

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