An Experimental Study of the Dynamic Split Tension Properties of Reinforced Concrete
Dynamic split tensile tests of reinforced concrete were carried out using the split Hopkinson pressure bar experimental technique to determine the failure modes of reinforced concrete at different strain rates, and the effect of reinforcement ratio and reinforcement layouts on the dynamic performanc...
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| Veröffentlicht in: | Проблемы прочности |
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| Datum: | 2016 |
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| Sprache: | Englisch |
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Інститут проблем міцності ім. Г.С. Писаренко НАН України
2016
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| Online Zugang: | https://nasplib.isofts.kiev.ua/handle/123456789/173419 |
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| Назва журналу: | Digital Library of Periodicals of National Academy of Sciences of Ukraine |
| Zitieren: | An Experimental Study of the Dynamic Split Tension Properties of Reinforced Concrete / Z. Zhao, L. Jing, Q. Pei, H.W. Ma, Z.H. Wang // Проблемы прочности. — 2016. — № 1. — С. 75-81. — Бібліогр.: 15 назв. — англ. |
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Digital Library of Periodicals of National Academy of Sciences of Ukraine| _version_ | 1862680204086870016 |
|---|---|
| author | Zhao, Z. Jing, L. Pei, Q. Ma, H.W. Wang, Z.H. |
| author_facet | Zhao, Z. Jing, L. Pei, Q. Ma, H.W. Wang, Z.H. |
| citation_txt | An Experimental Study of the Dynamic Split Tension Properties of Reinforced Concrete / Z. Zhao, L. Jing, Q. Pei, H.W. Ma, Z.H. Wang // Проблемы прочности. — 2016. — № 1. — С. 75-81. — Бібліогр.: 15 назв. — англ. |
| collection | DSpace DC |
| container_title | Проблемы прочности |
| description | Dynamic split tensile tests of reinforced concrete were carried out using the split Hopkinson pressure bar experimental technique to determine the failure modes of reinforced concrete at different strain rates, and the effect of reinforcement ratio and reinforcement layouts on the dynamic performance. The specimens with nine reinforcement ratios were used in the tests. Experimental results show that the tensile strength of reinforced concrete exhibits a critical strain rate, beyond which larger increases in dynamic strength of specimens occur. The dynamic split tension strength of reinforced concrete is demonstrated to be greater than the plain concrete with the same strength grade over the range of tested strain rate. The results also indicate that the dynamic split tension strength of specimens enhances with the increase of reinforcement ratio. These findings are instrumental to guide the structural design of reinforced concrete in engineering constructions.
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| first_indexed | 2025-12-07T15:46:14Z |
| format | Article |
| fulltext | |
| id | nasplib_isofts_kiev_ua-123456789-173419 |
| institution | Digital Library of Periodicals of National Academy of Sciences of Ukraine |
| issn | 0556-171X |
| language | English |
| last_indexed | 2025-12-07T15:46:14Z |
| publishDate | 2016 |
| publisher | Інститут проблем міцності ім. Г.С. Писаренко НАН України |
| record_format | dspace |
| spelling | Zhao, Z. Jing, L. Pei, Q. Ma, H.W. Wang, Z.H. 2020-12-03T20:29:30Z 2020-12-03T20:29:30Z 2016 An Experimental Study of the Dynamic Split Tension Properties of Reinforced Concrete / Z. Zhao, L. Jing, Q. Pei, H.W. Ma, Z.H. Wang // Проблемы прочности. — 2016. — № 1. — С. 75-81. — Бібліогр.: 15 назв. — англ. 0556-171X https://nasplib.isofts.kiev.ua/handle/123456789/173419 539.4 Dynamic split tensile tests of reinforced concrete were carried out using the split Hopkinson pressure bar experimental technique to determine the failure modes of reinforced concrete at different strain rates, and the effect of reinforcement ratio and reinforcement layouts on the dynamic performance. The specimens with nine reinforcement ratios were used in the tests. Experimental results show that the tensile strength of reinforced concrete exhibits a critical strain rate, beyond which larger increases in dynamic strength of specimens occur. The dynamic split tension strength of reinforced concrete is demonstrated to be greater than the plain concrete with the same strength grade over the range of tested strain rate. The results also indicate that the dynamic split tension strength of specimens enhances with the increase of reinforcement ratio. These findings are instrumental to guide the structural design of reinforced concrete in engineering constructions. The authors wish to acknowledge the financial support provided by the China National Natural Science Funding (Grant No. 11390362) and opening foundation for State Key Laboratory of Explosion Science and Technology (Grant No. 33810005). en Інститут проблем міцності ім. Г.С. Писаренко НАН України Проблемы прочности Научно-технический раздел An Experimental Study of the Dynamic Split Tension Properties of Reinforced Concrete Экспериментальное исследование свойств динамического напряжения разрезного железобетона Article published earlier |
| spellingShingle | An Experimental Study of the Dynamic Split Tension Properties of Reinforced Concrete Zhao, Z. Jing, L. Pei, Q. Ma, H.W. Wang, Z.H. Научно-технический раздел |
| title | An Experimental Study of the Dynamic Split Tension Properties of Reinforced Concrete |
| title_alt | Экспериментальное исследование свойств динамического напряжения разрезного железобетона |
| title_full | An Experimental Study of the Dynamic Split Tension Properties of Reinforced Concrete |
| title_fullStr | An Experimental Study of the Dynamic Split Tension Properties of Reinforced Concrete |
| title_full_unstemmed | An Experimental Study of the Dynamic Split Tension Properties of Reinforced Concrete |
| title_short | An Experimental Study of the Dynamic Split Tension Properties of Reinforced Concrete |
| title_sort | experimental study of the dynamic split tension properties of reinforced concrete |
| topic | Научно-технический раздел |
| topic_facet | Научно-технический раздел |
| url | https://nasplib.isofts.kiev.ua/handle/123456789/173419 |
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