Numerical Investigation of Encased Composite Beams with Reinforcements Passing Through the Web Openings
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-6175-7_28
Reference12 articles.
1. Nakamura SI, Narita N (2003) Bending and shear strengths of partially encased composite I-girders. J Constr Steel Res 59(12):1435–1453
2. Sadik SN (2012) Strength and ductility of concrete encased composite columns. Behav Steel Struct Seism Areas 30(15):681–688. https://doi.org/10.1201/b11396-102
3. Rana MM, Lee CK, Al-Deen S, Zhang YX (2018) Flexural behaviour of steel composite beams encased by engineered cementitious composites. J Constr Steel Res 143:279–290. https://doi.org/10.1016/j.jcsr.2018.01.004
4. Kabir MI, Lee CK, Rana MM, Zhang YX (2020) Flexural behaviour of ECC-LWC encased slender high strength steel composite beams. J Constr Steel Res 173:106253
5. Tsavdaridis KD, D’Mello C, Huo BY (2013) Experimental and computational study of the vertical shear behaviour of partially encased perforated steel beams. Eng Struct 56:805–822. https://doi.org/10.1016/j.engstruct.2013.04.025
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