Analysis of Structural Parameters of Steel–NC–UHPC Composite Beams

• Published in: Materials Vol. 16; no. 16; p. 5586
• Main Authors: Zhang, Dawei, Ma, Xiaogang, Shen, Huijie, Guo, Songsong, Liu, Chao
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 11.08.2023; MDPI
• Subjects: Bond strength; Bridges; Composite beams; Composite bridges; Concrete; Cracking (fracturing); Design parameters; Finite element method; Highway construction; Interfaces; Load; Local materials; Mathematical models; Mechanical properties; Parametric analysis; Parametric statistics; Shear strength; Shear stress; Shear tests; Steel; Steel plates; Stress distribution; Tensile strength; Ultra high performance concrete
• ISSN: 1996-1944; 1996-1944
• DOI: 10.3390/ma16165586

The cracking of the negative moment area of steel–normal concrete (NC) composite bridges is common owning to the low tensile strength of concrete. In order to solve the problem, Ultra High Performance Concrete (UHPC) is used to enhance the tensile performance of the negative moment area. This paper conducted interface experiments to study the bonding behaviour of the UHPC–NC interface. The design parametric analysis of steel–NC–UHPC composite bridges was carried out based on the interface experimental results. Firstly, slant shear tests and flexural shear tests were carried out to study the rationality of the interface handling methods. Then, the finite element model was used to analyze the state of every component in the composite beams based on experimental results, such as the stress of UHPC, concrete and steel plate. Finally, the calculation results of finite analysis were compared and summarized. It is concluded that (1) the chiseling interface can meet the utilization requirements of physical bridges. The average shear stress and flexural tensile strength of the chiseling interface are 10.29 MPa and 1.93 MPa, respectively. In the failure state, a slight interface damage occurs for specimens with a chiseling interface. (2) The influence on overall performance is different for changes in different design parameters. The thickness of concrete has a significant influence on the stress distribution of composite slabs. (3) Reliable interface simulation is conducted in the finite element models based on interface test results. The stress variation patterns are reflected in the change of design parameters.