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Volume 39 Issue 11
Dec.  2014
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Article Contents
Liu Hang, Zhu Xiaofeng, Li Chenguang, Liu Chongyan, Zuo Yongzhi, Shi Gang. TEST & ANALYSIS OF IN-PLANE FLEXURAL BEHAVIORS OF STRENGTHENED GLASS RIBS FOR ALL-GLASS CURTAIN WALL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 113-117. doi: 10.13204/j.gyjz200911026
Citation: Liu Hang, Zhu Xiaofeng, Li Chenguang, Liu Chongyan, Zuo Yongzhi, Shi Gang. TEST & ANALYSIS OF IN-PLANE FLEXURAL BEHAVIORS OF STRENGTHENED GLASS RIBS FOR ALL-GLASS CURTAIN WALL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 113-117. doi: 10.13204/j.gyjz200911026

TEST & ANALYSIS OF IN-PLANE FLEXURAL BEHAVIORS OF STRENGTHENED GLASS RIBS FOR ALL-GLASS CURTAIN WALL

doi: 10.13204/j.gyjz200911026
  • Received Date: 2009-04-20
  • Publish Date: 2009-11-20
  • Nine simply supported glass ribs are tested under in-plane bending,among which,three ribs are strengthened with tempered glass sheets and three ribs are strengthened with stainless steel sheets.The failure modes and the mechanical behaviors of the ribs are compared and analyzed.It can be found that the P- curves of the ribs are always linear and brittle failures usually occur,no matter if they are strengthened or not.The flexural capacity and the deformability of the rib can be effectively improved if the rib is strengthened using tempered glass or stainless steel.The strained section of the ribs remains plane but the strain lag will occur in the tempered glass sheets or the stainless steel sheets,which should be considered in the design of the strengthened glass rib.
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