Steel and Composite Structures

  • 제22권2호
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  • Pages.387-398
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  • 2016
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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DOI QR Code

Flexural behavior of UHPC-RC composite beam

  • Wu, Xiangguo (Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology) ;
  • Lin, Yang (Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology)
  • 투고 : 2016.01.21
  • 심사 : 2016.10.12
  • 발행 : 2016.10.10
⟨ 이전 논문 다음 논문 ⟩

초록

In order to evaluate the effects of U shape ultra high performance concrete (UHPC) permanent form on the behaviors of Reinforced Concrete (RC) beam, a full scale RC composite beam is designed and tested with U shape UHPC permanent form and a reference RC beam with same parameters is tested simultaneously for comparison. The effects of the permanent form on the failure mode, cracking strength, ultimate capacity and deformation are studied. Test results shows that the contributions of the U shape UHPC permanent form to the flexural cracking behaviors of RC beam are significant. This study may provide a reference for the design of sustainable RC beam with high durable UHPC permanent form.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China

참고문헌

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피인용 문헌

  1. Steel-HSC composite beams with partial shear connection and miniaturized limited-slip-capacity connectors 2017, https://doi.org/10.1002/stco.201710024
  2. Full-Scale Model Experimental Study of the Flexural Behavior of Hollow Slabs Strengthened by UHPC vol.2021, pp.None, 2016, https://doi.org/10.1155/2021/5581022