Jialiang Zhang1, Zhenwen Zhang2, Keting Tong1, Jianmin Wang2, Yushun Li3,*
Journal of Renewable Materials, Vol.8, No.6, pp. 687-702, 2020, DOI:10.32604/jrm.2020.09513
- 12 May 2020
Abstract The steel-bamboo composite structure is a newly developed structure,
combining phyllostachys pubescens (also called Moso bamboo) plywood and
cold-formed thin-walled steel with structural adhesive. The reliability of steelbamboo interface is the premise of composite effect. 13 specimens were prepared
to investigate the failure modes and mechanism of the steel-bamboo interface on
the basis of push-out test, and the strain difference analysis method was proposed
to study the distribution of shear stress. The results show that the main failure
modes of steel-bamboo interface are adhesion failure and splitting of bamboo plywood. The shear stress is not More >
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