Bending solutions of Reddy beams based on modified couple stress theory in terms of Euler-Bernoulli beams
Shenao ZHAO1,2, Lei LI1,2, Pengpeng SHI3,†()
1.College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China 2.State Key Laboratory of Green Building in Western China, Xi’an 710055, China 3.School of Mathematics and Statistics, Ningxia University, Yinchuan 750021, China
National Natural Science Foundation of China(52278531);Education Department of Shaanxi Provincial Government of China(24JR093);Ningxia Natural Science Foundation of China(2024AAC04004);Project supported by the National Natural Science Foundation of China (No. 52278531), the Education Department of Shaanxi Provincial Government of China (No. 24JR093), and the Ningxia Natural Science Foundation of China (No. 2024AAC04004)
Shenao ZHAO, Lei LI, Pengpeng SHI. Bending solutions of Reddy beams based on modified couple stress theory in terms of Euler-Bernoulli beams. Applied Mathematics and Mechanics (English Edition), 2026, 47(5): 1085-1104.