Finite element analysis of mechanical properties of cut plate flange type connectors and comparison of connection schemes

DOI

10.2991/978-94-6463-404-4_22How to use a DOI?

Keywords

segmental precast; corrugated steel webs; shear connector; structural optimization

Abstract

A connector between corrugated steel webs and concrete is proposed in this paper, named cutting-plate-flange connector. Combined with finite element method, the differences among various shear connectors in the structural characteristics, mechanical performance, economy, and applicability to segmental precast assembly construction are compared and analyzed. The results show that the new connector meets the shear requirements and can be constructed easily. It can be applied to segmental prefabricated composite girder bridges with corrugated steel webs.

Copyright

© 2024 The Author(s)

Open Access

Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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TY  - CONF
AU  - Dengshan Yan
PY  - 2024
DA  - 2024/04/29
TI  - Finite element analysis of mechanical properties of cut plate flange type connectors and comparison of connection schemes
BT  - Proceedings of the 2024 3rd International Conference on Structural Seismic Resistance, Monitoring and Detection (SSRMD 2024)
PB  - Atlantis Press
SP  - 218
EP  - 235
SN  - 2589-4943
UR  - https://doi.org/10.2991/978-94-6463-404-4_22
DO  - 10.2991/978-94-6463-404-4_22
ID  - Yan2024
ER  -