Experimental and Parametric Analysis of Pull-Out Resistance of Notched T-Perfobond Connectors

Author:

Dong Zifa1,Zheng Shuangjie12ORCID,Jiao Lizhe1,Xu Xiaoqing3,Yao Yao1,Gao Zhuoru1,Li Haifeng1ORCID

Affiliation:

1. College of Civil Engineering, Huaqiao University, Xiamen 361021, China

2. Key Laboratory for Intelligent Infrastructure and Monitoring of Fujian Province, Huaqiao University, Xiamen 361021, China

3. Department of Bridge Engineering, Tongji University, Shanghai 200092, China

Abstract

To enhance the uplift capacity and facilitate the installation of multi-row perfobond connectors at shallow burial depths, this study puts forward a novel notched T-perfobond connector. The design incorporates an integrated flange at the bottom of the connector and a notch at the edge of the hole. Through pull-out model tests on four notched T-perfobond connectors, this research investigates their failure mechanisms and pull-out capacities. Utilizing the explicit dynamics method in ABAQUS, a finite-element model of the pull-out resistance test for notched T-perfobond connectors is established and verified against experimental data. Furthermore, a detailed parametric analysis involving 54 models is conducted, examining crucial parameters such as rib dimensions, hole geometry, flange size, notch width, bar diameter, and material properties. Based on the combined experimental and numerical results, this paper assesses the suitability of current formulas for calculating the pull-out capacity of perfobond connectors and proposes a refined calculation method specifically for notched T-perfobond connectors. All the findings reported in this paper can serve as a reference in the design and construction of composite structures.

Funder

Natural Science Foundation of China

Fujian Provincial Natural Science Foundation of China

Promotion Program for Young and Middle-aged Teacher in Science and Technology Research of Huaqiao University

Huaqiao University Scientific Research Funding

College Students’ Innovation and Entrepreneurship Training Program Project

Publisher

MDPI AG

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