Mechanical Behavior of Carbon Fiber Textile-Reinforced Engineered Cementitious Composite Under Off-Axis Tension: Experimental and Theoretical Investigation

Carbon fiber textile-reinforced engineered cementitious composite (CTR-ECC) is widely utilized in structural strengthening applications due to its advantages of low weight and high strength. A comprehensive understanding of its mechanical behavior under off-axis tension is crucial for addressing the prevalent off-axis stress states in engineering practice. This paper presents an experimental investigation on the off-axis tensile properties of CTR-ECC. Specimens were fabricated with four off-axis angles: 0°, 15°, 30°, and 45°. The study revealed three main findings: (1) Under axial (0°) loading, failure is characterized by yarn fracture and interface slip, whereas off-axis tension induces a stable progressive delamination failure in textile-reinforced ECC systems. (2) While CTR-ECC exhibits higher tensile strength than plain ECC at all angles, its strength decreases significantly as the off-axis angle increases (e.g., a 27.1% reduction at 15°). Off-axis layouts, however, substantially improve energy absorption, with strain energy density increasing by up to 368.4% at 30°. (3) A phenomenological constitutive model was developed, which can adequately capture the stress–strain response of CTR-ECC under various off-axis angles, with coefficients of determination (R2) exceeding 0.9 in all cases. These results provide important insights into the failure mechanisms and performance design of CTR-ECC under off-axis tension conditions.

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Publication Details

Journal
Buildings
Published
2026-05-22
DOI
https://doi.org/10.3390/buildings16112069
Primary Topic
Masonry and Concrete Structural Analysis
Type
article
Field-Weighted Citation Impact
0.00

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article

Mechanical Behavior of Carbon Fiber Textile-Reinforced Engineered Cementitious Composite Under Off-Axis Tension: Experimental and Theoretical Investigation

Zhirui An, Yue Wang, Shuiming Yin, X Xu et al.
Buildings
Masonry and Concrete Structural Analysis
article

Mechanical Behavior of Carbon Fiber Textile-Reinforced Engineered Cementitious Composite Under Off-Axis Tension: Experimental and Theoretical Investigation

Zhirui An, Yue Wang, Shuiming Yin, X Xu, Lan Zhang, Fahram Ayar
article en

Abstract

Carbon fiber textile-reinforced engineered cementitious composite (CTR-ECC) is widely utilized in structural strengthening applications due to its advantages of low weight and high strength. A comprehensive understanding of its mechanical behavior under off-axis tension is crucial for addressing the prevalent off-axis stress states in engineering practice. This paper presents an experimental investigation on the off-axis tensile properties of CTR-ECC. Specimens were fabricated with four off-axis angles: 0°, 15°, 30°, and 45°. The study revealed three main findings: (1) Under axial (0°) loading, failure is characterized by yarn fracture and interface slip, whereas off-axis tension induces a stable progressive delamination failure in textile-reinforced ECC systems. (2) While CTR-ECC exhibits higher tensile strength than plain ECC at all angles, its strength decreases significantly as the off-axis angle increases (e.g., a 27.1% reduction at 15°). Off-axis layouts, however, substantially improve energy absorption, with strain energy density increasing by up to 368.4% at 30°. (3) A phenomenological constitutive model was developed, which can adequately capture the stress–strain response of CTR-ECC under various off-axis angles, with coefficients of determination (R2) exceeding 0.9 in all cases. These results provide important insights into the failure mechanisms and performance design of CTR-ECC under off-axis tension conditions.

BuildingsVol. 16(11)
Nantong University (CN)
National Natural Science Foundation of China, Nantong University, Jiangsu Provincial Department of Education, Jiangsu Association for Science and Technology
Affordable and clean energy
Openalex Percentile: Top 9%
Masonry and Concrete Structural Analysis
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