Analytical Study on the Bending Behavior of the Composite Beam with T-shaped Shear Connector Under Partial Interaction
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-6175-7_18
Reference17 articles.
1. Anju T, Smitha KK (2016) Finite element analysis of composite beam with shear connectors. Procedia Technol 24:179–187
2. Chen B, Liu A, Zhang J, Zhang F, Bradford MA (2022) Behavior of T-shaped embedded-nut bolted shear connectors in prefabricated steel-concrete composite beams. Eng Struct 272:114983
3. El-Sisi A, Alsharari F, Salim H, Elawadi A, Hassanin A (2023) Efficient beam element model for analysis of composite beam with partial shear connectivity. Compos Struct 303:116262
4. Fabbrocino G, Manfredi G, Cosenza E (1999) Non-linear analysis of composite beams under positive bending. Comput Struct 70(1):77–89
5. Girhammar UA, Gopu VK (1993) Composite beam-columns with interlayer slip—exact analysis. J Struct Eng 119(4):1265–1282
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