A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Study on Flexural Behaviour of Box Section Bamboo-Steel Composite Beams
To take full advantages of the bamboo and cold-formed thin-walled steel, a new type of box section beam combined with bamboo and steel channel was proposed in this paper. Five composite beams with different parameters were tested to evaluate the effects of bamboo plywood thickness of composite beams and thickness and sectional dimension of steel channel. The results of experiment showed that the proposed composite beams exhibited excellent flexural bearing capacities and stiffness. The increase of bamboo plywood thickness and sectional dimension of steel channel could improve bearing capacity and flexural stiffness of composite beams, while the increase of steel thickness could enhance the bearing capacity and safety margin of composite beams. Furthermore, a new method to predict the deformation and bearing capacities of composite beams was proposed and matched well with the experimental results.
Study on Flexural Behaviour of Box Section Bamboo-Steel Composite Beams
To take full advantages of the bamboo and cold-formed thin-walled steel, a new type of box section beam combined with bamboo and steel channel was proposed in this paper. Five composite beams with different parameters were tested to evaluate the effects of bamboo plywood thickness of composite beams and thickness and sectional dimension of steel channel. The results of experiment showed that the proposed composite beams exhibited excellent flexural bearing capacities and stiffness. The increase of bamboo plywood thickness and sectional dimension of steel channel could improve bearing capacity and flexural stiffness of composite beams, while the increase of steel thickness could enhance the bearing capacity and safety margin of composite beams. Furthermore, a new method to predict the deformation and bearing capacities of composite beams was proposed and matched well with the experimental results.
Study on Flexural Behaviour of Box Section Bamboo-Steel Composite Beams
Qifeng Shan (author) / Jialiang Zhang (author) / Keting Tong (author) / Yushun Li (author)
2020
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
A New-Type Bamboo-Steel Composite Structural Member, Box Section Bamboo-Steel Composite Beams
| British Library Conference Proceedings | 2011
Flexural behaviour of cold-formed steel oval hollow section beams
| Elsevier | 2021
Flexural behaviour of square UHPC-filled hollow steel section beams
| British Library Online Contents | 2012
Tensile properties of bamboo strips and flexural behaviour of the bamboo reinforced concrete beams
| Taylor & Francis Verlag | 2022