Tests and calculation methods for the shear performance of steel shear keyed joint segment beams
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s43452-024-00941-6.pdf
Reference36 articles.
1. Zhou X, Mickleborough N, Li Z. Shear strength of joints in precast concrete segmental bridges [J]. ACI Struct J. 2005;102(1):3.
2. Ahmed GH, Aziz OQ. Stresses, deformations and damages of various joints in precast concrete segmental box girder bridges subjected to direct shear loading [J]. Eng Struct. 2020;206:110151.
3. Buyukozturk O, Bakhoum MM, Michael BS. Shear behavior of joints in precast concrete segmental bridges [J]. J Struct Eng. 1990;116(12):3380.
4. Zhan Y, Li Z, Chen Z, et al. Experimental and numerical investigations on shear performance of key tooth joints of precast concrete segmental bridge under repeated loading [J]. Construct Build Mater. 2022;351.
5. Al-Rousan RZ, Qudaisat MS. Single keyed joints behaviour and capacity formulation under direct shear using non-linear finite-element analysis. In: proceedings of the Structures, F, [C]. Elsevier. 2023.
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