1. Comparison between numerical and experimental results of the hybrid members subjected to bending and shear
- Author
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H. Q. Nguyen, T. V. Tran, Thuy Loi University - TLU (VIETNAM), Laboratoire de Génie Civil et Génie Mécanique (LGCGM), Université de Rennes 1 (UR1), Université de Rennes (UNIV-RENNES)-Université de Rennes (UNIV-RENNES)-Institut National des Sciences Appliquées - Rennes (INSA Rennes), Institut National des Sciences Appliquées (INSA)-Université de Rennes (UNIV-RENNES)-Institut National des Sciences Appliquées (INSA), EC, European Commission, RFSRCT-2012-00031, SMART, Singapore-MIT Alliance for Research and Technology Centre, Université de Rennes (UR)-Institut National des Sciences Appliquées - Rennes (INSA Rennes), and Institut National des Sciences Appliquées (INSA)-Institut National des Sciences Appliquées (INSA)
- Subjects
Materials science ,3D Fe model ,Computer simulation ,business.industry ,Composite number ,0211 other engineering and technologies ,020101 civil engineering ,02 engineering and technology ,Structural engineering ,Slip (materials science) ,Eurocode ,Numerical simulation ,Stress distribution ,Finite element method ,0201 civil engineering ,[SPI.MECA.GEME]Engineering Sciences [physics]/Mechanics [physics.med-ph]/Mechanical engineering [physics.class-ph] ,[SPI.GCIV]Engineering Sciences [physics]/Civil Engineering ,Shear (geology) ,Strain distribution ,021105 building & construction ,Experimental results ,Hybrid member Static test ,business - Abstract
International audience; This paper presents experimental and numerical results of the hybrid members with several encased steel profiles subjected to bending and shear. These results are compared with each other on the load-bearing capacity, the strain distribution, the stress distribution, the slip distribution, the crack pattern, the failure modes. These steel-concrete composite structural elements belong to the so-called “hybrid” structures which are neither reinforced concrete structure in the sense of Eurocode 2, nor steel-concrete composite structures in the sense of Eurocode 4. Currently, there is no design calculation guide of the resistance for this type of structure in international standards. Therefore, the comparison between numerical and experimental results is performed to point out the mechanism of the load transfer and failure taking place within the hybrid members subjected to bending and shear. It is the basis for calibrating the proposed design method for hybrid members reinforced by several steel profiles. The six hybrid member specimens were prepared and tested at the Structures Laboratory of INSA Rennes, France. The structural response of all hybrid members specimens were simulated by a full 3D finite element model using the Abaqus software. © 2018, Springer Nature Singapore Pte Ltd.
- Published
- 2018