Research on Crack Control Method of Girder End Anchorage Zone Based on Nonlinear Finite Element Analysis
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-9947-7_42
Reference16 articles.
1. De Corte, W., Van Meirvenne, K., Boel, V., Taerwe, L.: Design of anchorage zones of pretensioned concrete girders: a comparison of nonlinear 3D FEM results with measurements on a full scale beam. Appl. Sci. 10(22), 8221 (2020)
2. Yuan, A.: Model derivation and validation of spalling-force calculations for prestressed concrete bridge girder ends based on a modified G-S model. 2021. J. Bridge Eng. 24(3), 04018122 (2019)
3. He, Z., Liu, Z.: Investigation of bursting forces in anchorage zones: compression-dispersion models and unified design equation. J Bridge Eng. 16, 820–827 (2011)
4. Weizhong, M., Hongye, G., Yannian, H., Qianhui, P.: Local stress behavior of post-tensioned prestressed anchorage zones in continuous rigid frame arch railway bridge. Appl. Sci. 8(10), 1833 (2018)
5. Jirawattanasomkul, T., Kongwang, N., Likitlersuang, S., Yodsudjai, W., Charuvist, S., Sato, Y.: Failure analysis of dapped-end cracking in post-tensioned bridge girder. J Bridge Eng. 26(11), 04021082 (2021)
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