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Self-Healing Properties of Engineered Cementitious Composite Under Combined Action of Environment and Bending Tensile Loads
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Nina GONG1, Zheyuan WANG2, Shaowei HU3, Xiangqian FAN4, Shuang LI2, Fangfang GENG5, Peng ZHANG1, Qiankun LI2
Journal of the Chinese Ceramic Society | 2025, 53(11) : 3214 - 3226
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Journal of the Chinese Ceramic Society | 2025, 53(11): 3214-3226
• Research Article •
Self-Healing Properties of Engineered Cementitious Composite Under Combined Action of Environment and Bending Tensile Loads
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Nina GONG1, Zheyuan WANG2, Shaowei HU3, Xiangqian FAN4, Shuang LI2, Fangfang GENG5, Peng ZHANG1, Qiankun LI2
Affiliations
  • 1.Institute of Civil Engineering and Intelligent Management, Nanjing Institute of Technology, Nanjing 211167, China
  • 2.College of Civil, Harbor and Coastal Engineering, Jiangsu Ocean University, Lianyungang 222005, Jiangsu, China
  • 3.Yellow River Laboratory, Zhengzhou University, Zhengzhou 450001, China
  • 4.Nanjing Hydraulic Research Institute, Nanjing 210024, China
  • 5.School of Architecture Engineering, Nanjing Institute of Technology, Nanjing 211167, China
  • GONG Nina (1981-), female, Ph.D., Associate Professor. E-mail:

About Author:

GONG Nina (1981-), female, Ph.D., Associate Professor. E-mail:

Published: 2025-11-20 doi: 10.14062/j.issn.0454-5648.20240578
Outline
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Introduction

ECC is characterized by high ductility and high toughness, and the generation of a large number of fine cracks gives the material a significant self-healing ability, thereby improving its safety and durability. In some northern regions of China, the soil pH value exceeds 9 in alkaline environments, sulfate content in marine environments can generally reach 1400-2700 mg/l, structures are typically subjected to dry-wet cycles in areas of water level fluctuations, and water is a necessary condition for the occurrence of self-healing. In order to comprehensively and systematically analyze the self-healing performance of ECC under different environments and preloading conditions, the tensile and flexural properties of ECC after self-healing under three environments (5% Na2SO4, saturated Ca(OH)2, and water) were investigated in this paper, providing a basis for the further application of ECC materials in engineering practice.

Methods

Three environments were designed: 1) 5% Na2SO4 solution (by mass) under dry-wet cycles; 2) Saturated Ca(OH)2 solution under dry-wet cycles; 3) Water environment which served as a control group. The preloaded specimens were placed in them individually.

A total of 9 batches of dog-bone specimens under three different environments were prepared. The group preloading to 1% and 2% strain and the intact specimens without preloading were placed in the self-healing environment. After reaching the corresponding age, tensile tests were conducted to obtain stress-strain curves under different conditions, and the recovery of tensile strength and ultimate deflection was analyzed.

Besides, 9 batches of four point bending thin plates under three different environments were prepared, the ultimate strength was obtained from the intact specimens, and 20% and 40% of the value were selected as the preloading levels for bending tests. The preloaded group and intact specimens without preloading were placed in the self-healing environments for the flexural tests to obtain the load-deflection curves, the recovery of properties such as flexural strength, ultimate deflection, and flexural toughness were investigated.

Results and discussion

Preloading to 1% strain gained a significant advantage in restoring the tensile strength of specimens at different ages in three different environments. The tensile strength of ECC was improved when subjected to dry-wet cycle in both Na2SO4 and Ca(OH)2 solutions, with a supreior recovery ability observed in the Ca(OH)2 environment. It is also noted that under a 1% preload, the tensile strength increased by about 36.33% throughout the 90 d aging process.

Reloading after pre-tensioning led to a significant improvement on the tensile ductility of specimens at 0 d, with an increase in ultimate tensile strain of up to 138.4% with the preloading level increasing from 0% to 2%. The water environment had a significant effect on the ductile healing of intact specimens without preloading at long ages, with an increase in ultimate tensile strain of 137.52% with age from 0 d to 90 d, while the Na2SO4 and Ca(OH)2 environments weakened the ductility of cracked ECC specimens, with the largest decreases of 52.78%-65.39% at 2% preloading, and the Na2SO4 environment had a better effect on the maintenance of ductility in the specimens. At 90d of self-healing, increasing preloading levels weakened the tensile ductility of the specimens, with the greatest decrease in water.

Under the unsoaked condition, 20% preloading increased the flexural strength of the bent plate, but weakened the flexural ductility. As the age of self-healing increased, the initial flexural strength and ultimate flexural strength of the specimens under 40% preloading were improved, and Na2SO4 environment was more effective, with an increase of 28.91% and 40.35%, respectively, compared with that at 0 d. Preloading by 20% significantly increased the ultimate deflection, and the best effect was achieved in water, with an increase of up to 202.83% compared with 0 d. Flexural ductility was positively correlated with multi-seam cracking pattern. Na2SO4 and Ca(OH)2 environments were effective in restoring the flexural strength of the specimens at a short age, and had a positive effect on the healing of microcracks. After 90 d of self-healing, the initial flexural toughness ratio and residual flexural toughness ratio of the preloaded 20% thin plate recovered best. Ca(OH)2 environment was favorable to enhance the pre-peak flexural toughness, and the water environment was favorable to enhance the post-peak flexural toughness.

Conclusion

The tensile and flexural properties of ECC after self-healing in three environments were investigated. The results showed good tensile and flexural self-healing properties. A 1% preloading level was clearly beneficial for tensile strength recovery at all ages in the three environments. Although Dry-wet cycling in Na2SO4 and Ca(OH)2 enhanced the tensile strength of ECC, it reduced the tensile ductility of preloaded ECC specimens. The greatest decrease in ductility occured at 2% preloading, and the Na2SO4 environment was more effective in maintaining it. After 90 d of self-healing, tensile ductility of the specimens decreased with increasing preloading levels. A 40% preloading level had the most significant effect on flexural strength recovery after long-term aging, particularly in the Na2SO4 environment. The ultimate deflection recovery of the specimen was most significant at a 20% preloading level, with better performance in water. Furthermore, 20% preloading significantly improved the flexural toughness after 90 d of self-healing.

engineered cementitious composite  /  environment action  /  self-healing  /  tensile properties  /  flexural properties
巩妮娜, 王哲媛, 胡少伟, 范向前, 李双, 耿方方, 章鹏, 李乾坤. 环境与弯拉荷载共同作用下高延性水泥基复合材料的自愈合性能. 硅酸盐学报, 2025 , 53 (11) : 3214 -3226 . DOI: 10.14062/j.issn.0454-5648.20240578
Nina GONG, Zheyuan WANG, Shaowei HU, Xiangqian FAN, Shuang LI, Fangfang GENG, Peng ZHANG, Qiankun LI. Self-Healing Properties of Engineered Cementitious Composite Under Combined Action of Environment and Bending Tensile Loads[J]. Journal of the Chinese Ceramic Society, 2025 , 53 (11) : 3214 -3226 . DOI: 10.14062/j.issn.0454-5648.20240578
Year 2025 volume 53 Issue 11
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Article Info
doi: 10.14062/j.issn.0454-5648.20240578
  • Receive Date:2024-09-02
  • Online Date:2026-10-21
  • Published:2025-11-20
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History
  • Received:2024-09-02
  • Revised:2024-10-15
Funding
Affiliations
    1.Institute of Civil Engineering and Intelligent Management, Nanjing Institute of Technology, Nanjing 211167, China
    2.College of Civil, Harbor and Coastal Engineering, Jiangsu Ocean University, Lianyungang 222005, Jiangsu, China
    3.Yellow River Laboratory, Zhengzhou University, Zhengzhou 450001, China
    4.Nanjing Hydraulic Research Institute, Nanjing 210024, China
    5.School of Architecture Engineering, Nanjing Institute of Technology, Nanjing 211167, China

Corresponding:

GONG Nina (1981-), female, Ph.D., Associate Professor. E-mail:
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表12种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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