The GBESO Method Based on FEA with Discrete Models and Application for Aided Design to Members in RC D-Region
Author:
Affiliation:
1. School of Civil Engineering, Hunan University of Science and Technology, Xiangtan 411201, China.
2. CCCC-SHEC First Highway Engineering Co. Ltd., Wuhan, Hubei 430014, China.
Publisher
Japan Concrete Institute
Link
https://www.jstage.jst.go.jp/article/jact/22/3/22_162/_pdf
Reference32 articles.
1. 1) Chen, H., Wang, L. and Zhong, J., (2019). “Study on an optimal strut-and-tie model for concrete deep beams.” Applied Sciences, 9(17), 3637.
2. 2) Chu, D. N., Xie, Y. M., Hira, A. and Steven, G. P., (1996). “Evolutionary structural optimization for problems with stiffness constraints.” Finite Elements in Analysis and Design, 21(4), 239-251.
3. 3) Dahmani, L., Khennane, A. and Kaci, S., (2010). “Crack identification in reinforced concrete beams using ANSYS software.” Strength of Materials, 42(2), 232-240.
4. 4) He, Z. Q., Liu, Z., Wang, J. and Ma, Z. J., (2020). “Development of strut-and-tie models using load path in structural concrete.” Journal of Structural Engineering, 146(5), 06020004.
5. 5) Huang, S. H., (2014). “Research on reinforced concrete D-regions components.” Changsha, Hunan Province, China: Hunan University. (in Chinese)
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