Experimental investigation of flexural behaviours of hybrid engineered cementitious composite beams under static and fatigue loading
[Display omitted] •Flexural behaviours of hybrid ECC beams under static and fatigue loadings studied.•Effects of three different polyethylene and steel fibre contents studied.•A four-stage multiple-cracking behaviour was observed under static loading.•Beams with 1.25% polyethylene and 0.75% steel fi...
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| Published in | Engineering structures Vol. 262; p. 114369 |
|---|---|
| Main Authors | , , |
| Format | Journal Article |
| Language | English |
| Published |
Kidlington
Elsevier Ltd
01.07.2022
Elsevier BV |
| Subjects | |
| Online Access | Get full text |
| ISSN | 0141-0296 1873-7323 |
| DOI | 10.1016/j.engstruct.2022.114369 |
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| Abstract | [Display omitted]
•Flexural behaviours of hybrid ECC beams under static and fatigue loadings studied.•Effects of three different polyethylene and steel fibre contents studied.•A four-stage multiple-cracking behaviour was observed under static loading.•Beams with 1.25% polyethylene and 0.75% steel fibre showed best performances.
Due to its superior flexural performance in both static and fatigue loading, hybrid engineered cementitious composites (ECC) has a high potential for application in structural components subject to repeated loads such as highway bridge link slabs. For such applications, properties of ECC in terms of flexural strength, ductility, cracking behaviour, and especially the fatigue life are key parameters that affect its performance. In this study, four-point bending tests were conducted on 36 hybrid ECC beams subject to static and fatigue loadings. In order to investigate the effects of different fibres contents, three types of hybrid ECCs with different polyethylene fibre (PE) and steel fibre (ST) volume fractions were tested. The experimental work was designed to study the flexural strength, ductility, fatigue life as well as the cracking behaviours of the beams. It is found that by using hybrid fibre, both the static and fatigue performances of ECC could be enhanced when compared with mono-fibre ECC with similar fibre content. Test results also indicated, among the three hybrid ECCs tested, the ECC with 1.25%+0.75% PE-ST fibre showed a balanced performance on ductility, flexural strength, cracking control performance and fatigue life. |
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| AbstractList | [Display omitted]
•Flexural behaviours of hybrid ECC beams under static and fatigue loadings studied.•Effects of three different polyethylene and steel fibre contents studied.•A four-stage multiple-cracking behaviour was observed under static loading.•Beams with 1.25% polyethylene and 0.75% steel fibre showed best performances.
Due to its superior flexural performance in both static and fatigue loading, hybrid engineered cementitious composites (ECC) has a high potential for application in structural components subject to repeated loads such as highway bridge link slabs. For such applications, properties of ECC in terms of flexural strength, ductility, cracking behaviour, and especially the fatigue life are key parameters that affect its performance. In this study, four-point bending tests were conducted on 36 hybrid ECC beams subject to static and fatigue loadings. In order to investigate the effects of different fibres contents, three types of hybrid ECCs with different polyethylene fibre (PE) and steel fibre (ST) volume fractions were tested. The experimental work was designed to study the flexural strength, ductility, fatigue life as well as the cracking behaviours of the beams. It is found that by using hybrid fibre, both the static and fatigue performances of ECC could be enhanced when compared with mono-fibre ECC with similar fibre content. Test results also indicated, among the three hybrid ECCs tested, the ECC with 1.25%+0.75% PE-ST fibre showed a balanced performance on ductility, flexural strength, cracking control performance and fatigue life. Due to its superior flexural performance in both static and fatigue loading, hybrid engineered cementitious composites (ECC) has a high potential for application in structural components subject to repeated loads such as highway bridge link slabs. For such applications, properties of ECC in terms of flexural strength, ductility, cracking behaviour, and especially the fatigue life are key parameters that affect its performance. In this study, four-point bending tests were conducted on 36 hybrid ECC beams subject to static and fatigue loadings. In order to investigate the effects of different fibres contents, three types of hybrid ECCs with different polyethylene fibre (PE) and steel fibre (ST) volume fractions were tested. The experimental work was designed to study the flexural strength, ductility, fatigue life as well as the cracking behaviours of the beams. It is found that by using hybrid fibre, both the static and fatigue performances of ECC could be enhanced when compared with mono-fibre ECC with similar fibre content. Test results also indicated, among the three hybrid ECCs tested, the ECC with 1.25%+0.75% PE-ST fibre showed a balanced performance on ductility, flexural strength, cracking control performance and fatigue life. |
| ArticleNumber | 114369 |
| Author | Zhang, Y.X. Zhu, Shiyao Lee, C.K. |
| Author_xml | – sequence: 1 givenname: Shiyao surname: Zhu fullname: Zhu, Shiyao organization: School of Engineering and Information Technology, University of New South Wales, Canberra, ACT 2600, Australia – sequence: 2 givenname: Y.X. surname: Zhang fullname: Zhang, Y.X. organization: School of Engineering and Information Technology, University of New South Wales, Canberra, ACT 2600, Australia – sequence: 3 givenname: C.K. surname: Lee fullname: Lee, C.K. email: c.lee@adfa.edu.au organization: School of Engineering and Information Technology, University of New South Wales, Canberra, ACT 2600, Australia |
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| Keywords | Steel fibre Flexural behaviour Multiple-cracking behaviour Fatigue loading Polyethylene fibre Hybrid engineered cementitious composite |
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•Flexural behaviours of hybrid ECC beams under static and fatigue loadings studied.•Effects of three different polyethylene and steel fibre... Due to its superior flexural performance in both static and fatigue loading, hybrid engineered cementitious composites (ECC) has a high potential for... |
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| SubjectTerms | Composite beams Crack propagation Ductility Fatigue cracking Fatigue life Fatigue loading Flexural behaviour Flexural strength Fracture mechanics Highway bridges Hybrid engineered cementitious composite Materials fatigue Modulus of rupture in bending Multiple-cracking behaviour Polyethylene Polyethylene fibre Polyethylenes Repeated loading Steel fibers Steel fibre |
| Title | Experimental investigation of flexural behaviours of hybrid engineered cementitious composite beams under static and fatigue loading |
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