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Tho Hung Vu, Hoai Nam Vu, Thuy Dong Dang, Ngoc Ly Le, Thi Thanh Xuan Nguyen, Nguyen-Thoi Trung and Thi Phuong Nguyen
The present paper deals with a new analytical approach of nonlinear global buckling of spiral corrugated functionally graded carbon nanotube reinforced composite (FG-CNTRC) cylindrical shells subjected to radial loads. The equilibrium equation system is ...
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Sumei Liu, Hanshan Ding, Luc Taerwe and Wouter De Corte
Curved composite girder bridges with corrugated steel webs (CSWs) have already been constructed around the world. However, limited work has been done on their shear behavior. In this paper, the corrugated steel web (CSW) in horizontally curved girders (H...
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Hossein Khosravi, Sayed Shoaib Mousavi, Gholamreza Tadayonfar
Pág. 249 - 260
Composite Steel Plate Shear Wall (CSPSW) is a resistant system to lateral forces with suitable performance which can be utilized by corrugated trapezoidal plates enhancing the stiffness of shear wall. In this study, when the space between the corrugation...
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Fernando Toro, Marisol Gordillo, Silvio Delvasto, Jr. Holmer Savastano
Pág. Page 115 - 127
In this research we studied the relationship between fresh state and hardened state of a fiber reinforced laminate compound (MCLRF), respectively, based on a matrix of Portland cement. The variables that have been worked in the fresh state were undulatio...
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