Study on the Repair Effect of Self-Healing Cementitious Material with Urea-Formaldehyde Resin/Epoxy Resin Microcapsule

Author:

Mao Hanqing1,Cao Xuemei23,Guo Minru23,Jiang Chaozhe4,Chen De235

Affiliation:

1. Qinghai Provincial Department of Transportation, Xining 810001, China

2. School of Civil Engineering, Southwest Jiaotong University, 1426 Civil Building, West Park of Testing High-Tech Zone, Chengdu 610031, China

3. Key Laboratory of High-Speed Railway Engineering, Ministry of Education, Southwest Jiaotong University, 1426 Civil Building, No. 111, North 1st Section of Second Ring Road, Chengdu 610031, China

4. School of Transportation, Southwest Jiaotong University, No. 111, North 1st Section of Second Ring Road, Chengdu 610031, China

5. School of Mechanical Engineering, Institute of Tribology, Southwest Jiaotong University, No. 111, North 1st Section of Second Ring Road, Chengdu 610031, China

Abstract

Recent studies on microencapsulated self-healing cementitious materials have primarily focused on the particle size and preparation methods of the microcapsules. However, there has been limited attention paid to the microscopic aspects, such as the selection of curing agents and the curing duration of these materials. In this study, urea-formaldehyde resin/epoxy resin E-51 microcapsules were synthesized through in situ polymerization. This research investigates the feasibility of self-healing from a molecular mechanism perspective and evaluates the repair performance of microencapsulated self-healing cement mortar with varying microcapsule concentrations, curing agent types, and curing ages. The findings demonstrate that the microcapsule shells bond effectively with the cementitious matrix, with radial distribution function peaks all located within 3.5 Å. The incorporation of microcapsules enhanced the tensile strength of the modified cement mortar by 116.83% and increased the failure strain by 110%, indicating improved adhesion and mechanical properties. The restorative agent released from the microcapsule core provided greater strength after curing compared to the uncured state. Although the overall strength of the microencapsulated self-healing cement mortar decreased with higher microcapsule concentrations, the repair efficiency improved. The strength recovery rate of 28-day aged modified cement mortar had a significant improvement with the addition of X and Y curing agents, respectively.

Funder

Qinghai Provincial Transportation Technology Project

Inner Mongolia Autonomous Region science and technology planning project

Qinghai Provincial Department of Transportation

Publisher

MDPI AG

Reference16 articles.

1. Jonkers, H.M. (2007). Self Healing Concrete: A Biological Approach, Springer.

2. Chloride Penetration and the Deterioration of Concrete Bridge Decks;Wedding;Concr. Aggreg.,1983

3. Experimental and Numerical Determination of the Chloride Penetration in Cracked Concrete;Marsavina;Constr. Build. Mater.,2009

4. Influence of bacteria on the compressive strength, water absorption and rapid chloride permeability of fly ash concrete;Chahal;Constr. Build. Mater.,2012

5. (2013). Products and Systems for the Protection and Repair of Concrete Structures-Definitions, Requirements, Quality Control and Evaluation of Conformity Concrete Injection (Standard No. BS EN 1504).

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