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Novel cable-stiffened single-layer latticed shells and their stabilities
Abstract The cable-stiffened single-layer latticed shell is a new structural system that aims to enhance the stability of the single-layer latticed shell. This paper compares the stability of a cable-stiffened single-layer latticed shell with that of a single-layer latticed shell using a numerical analysis to investigate the stability behaviour of the new structure. In the analysis, the following influential parameters have been taken into account: (1) layouts of the cables; (2) joint types; (3) pretension in the cables; and (4) cross-sections of the cables. The results indicate that the buckling load of single-layer latticed shells is improved significantly by the introduction of the cables. For the cable-stiffened single-layer latticed shells with different layouts of cables, both the pretension in the cables and the cross-sections of the cables have a considerable effect on their stabilities. Meanwhile, the numerical analysis also indicates that although joint types have a remarkable effect on the stability of a single-layer latticed shell, the effect on the corresponding cable-stiffened single-layer latticed shell is limited.
Highlights Introduction of the cables improved the stability of single-layer latticed shell. The stability of this structure increases with the cross-section area of cable. The stability of this structure increases with the pretension in the cables. The cables decrease the sensitivity of this new structure to the joint types.
Novel cable-stiffened single-layer latticed shells and their stabilities
Abstract The cable-stiffened single-layer latticed shell is a new structural system that aims to enhance the stability of the single-layer latticed shell. This paper compares the stability of a cable-stiffened single-layer latticed shell with that of a single-layer latticed shell using a numerical analysis to investigate the stability behaviour of the new structure. In the analysis, the following influential parameters have been taken into account: (1) layouts of the cables; (2) joint types; (3) pretension in the cables; and (4) cross-sections of the cables. The results indicate that the buckling load of single-layer latticed shells is improved significantly by the introduction of the cables. For the cable-stiffened single-layer latticed shells with different layouts of cables, both the pretension in the cables and the cross-sections of the cables have a considerable effect on their stabilities. Meanwhile, the numerical analysis also indicates that although joint types have a remarkable effect on the stability of a single-layer latticed shell, the effect on the corresponding cable-stiffened single-layer latticed shell is limited.
Highlights Introduction of the cables improved the stability of single-layer latticed shell. The stability of this structure increases with the cross-section area of cable. The stability of this structure increases with the pretension in the cables. The cables decrease the sensitivity of this new structure to the joint types.
Novel cable-stiffened single-layer latticed shells and their stabilities
Li, Pengcheng (author) / Wu, Minger (author) / Xing, Pengju (author)
Journal of Constructional Steel Research ; 92 ; 114-121
2013-10-06
8 pages
Article (Journal)
Electronic Resource
English
Novel cable-stiffened single-layer latticed shells and their stabilities
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