Vui lòng dùng định danh này để trích dẫn hoặc liên kết đến tài liệu này: http://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/19088
Nhan đề: Parametric Push-Out Analysis on Perfobond Rib with Headed Stud Mixed Shear Connector
Tác giả: Zheng, Shuangjie
Chen, Zhao
Liu, Yangqing
Từ khoá: Ribs (structural)
Finite element method
Construction
Investigations
Material properties
Tension tests
Concrete
Failure modes
Failure modes
Metal fatigue
Metal fatigue
Steel beams
Structural steels
Cultural heritage; Steel structures"
Studs
Design specifications
Structural steels
Numerical analysis
Shear
Design specifications
Engineering
Năm xuất bản: 2019
Nhà xuất bản: Hindawi Limited,
Tóm tắt: In steel and concrete composite structures, it is unfavourable to install many headed studs or perfobond ribs with narrow spacings at the joints. To solve this problem, a new type of a mixed shear connector was developed by combining a headed stud and perfobond rib at the same steel beam flange. In this paper, totally nine push-out tests were conducted. The main purpose was to compare the failure mode and the load-slip behavior of the headed stud, perfobond rib, and mixed shear connector. Furthermore, 19 nonlinear finite element simulations were performed. The effects of connector dimension and material properties on the structural behaviors of mixed shear connectors were studied. Based on the experimental and parametric study, an analytical equation was finally proposed to evaluate the shear capacity of perfobond rib with a headed stud mixed shear connector.
Mô tả: "Hindawi Advances in Civil Engineering Volume 2019, Article ID 5952319, 16 pages https://doi.org/10.1155/2019/5952319"
Định danh: http://thuvienso.vanlanguni.edu.vn/handle/Vanlang_TV/19088
ISSN: 1687-8086
1687-8094 (eISSN)
Bộ sưu tập: Bài báo_lưu trữ

Các tập tin trong tài liệu này:
Tập tin Mô tả Kích thước Định dạng  
BBKH1430_TCCN_Parametric Push-Out Analysis.pdf
  Giới hạn truy cập
Parametric Push-Out Analysis on Perfobond Rib with Headed Stud Mixed Shear Connector9.82 MBAdobe PDFXem/Tải về  Yêu cầu tài liệu


Khi sử dụng các tài liệu trong Thư viện số phải tuân thủ Luật bản quyền.