Cyclic Behavior of Reinforced High Strain-Hardening UHPC under Axial Tension
| Autor: | Yi-Qing Guo, Jin-Ben Gu, Jun-Yan Wang |
|---|---|
| Rok vydání: | 2021 |
| Předmět: |
Technology
Materials science 0211 other engineering and technologies Rebar 020101 civil engineering 02 engineering and technology Article 0201 civil engineering law.invention law 021105 building & construction Ultimate tensile strength medicine General Materials Science Composite material Microscopy QC120-168.85 Strain (chemistry) Tension (physics) Bond strength fungi QH201-278.5 technology industry and agriculture stiffness degradation mechanism Stiffness cyclic tension Engineering (General). Civil engineering (General) TK1-9971 Descriptive and experimental mechanics Acoustic emission tension-stiffening effect Hardening (metallurgy) Electrical engineering. Electronics. Nuclear engineering steel reinforcement TA1-2040 medicine.symptom high strain-hardening UHPC |
| Zdroj: | Materials Materials, Vol 14, Iss 3602, p 3602 (2021) Volume 14 Issue 13 |
| ISSN: | 1996-1944 |
| Popis: | The cyclic tensile behavior of steel-reinforced high strain-hardening ultrahigh-performance concrete (HSHUHPC) was investigated in this paper. In the experimental program, 12 HSHUHPC specimens concentrically placed in a single steel reinforcement under cyclic uniaxial tension were tested, accompanied by acoustic emission (AE) source locating technology, and 4 identical specimens under monotonic uniaxial tension were tested as references. The experimental variables mainly include the loading pattern, the diameter of the embedded steel rebar, and the level of target strain at each cycle. The tensile responses of the steel-reinforced HSHUHPC specimens were evaluated using multiple performance measures, including the failure pattern, load–strain response, residual strain, stiffness degradation, and the tension-stiffening behavior. The test results showed that the enhanced bond strength due to the inclusion of steel fibers transformed the failure pattern of the steel-reinforced HSHUHPC into a single, localized macro-crack in conjunction with a sprinkling of narrow and closely spaced micro-cracks, which intensified the strain concentration in the embedded steel rebar. Besides, it was observed that the larger the diameter of the embedded steel rebar, the smaller the maximum accumulative tensile strain under cyclic tension, which indicated that the larger the diameter of the embedded steel rebar, the greater the contribution to the tensile stiffness of steel-reinforced HSHUHPC specimens in the elastic–plastic stage. In addition, it was found that a larger embedded steel rebar appeared to reduce the tension-stiffening effect (peak tensile strength) of the HSHUHPC. Moreover, the residual strain and the stiffness of the steel-reinforced HSHUHPC were reduced by increasing the number of cycles and finally tended toward stability. Nevertheless, different target strain rates in each cycle resulted in different eventual cumulative tensile strain rates hence the rules about failure pattern, residual strain, and loading stiffness were divergent. Finally, the relationship between the accumulative tensile strain and the loading stiffness degradation ratio under cyclic tension was proposed and the tension-stiffening effect was analyzed. |
| Databáze: | OpenAIRE |
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