Lu Ruihua, Shu Ganping, Ye Tao, Li Haiyun. EXPERIMENTAL STUDY ON POINT-SUPPORTED TEMPERED GLASS PANEL SUBJECTED TO CYCLIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 111-116,90. doi: 10.13204/j.gyjz201010025
Citation:
Lu Ruihua, Shu Ganping, Ye Tao, Li Haiyun. EXPERIMENTAL STUDY ON POINT-SUPPORTED TEMPERED GLASS PANEL SUBJECTED TO CYCLIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 111-116,90. doi: 10.13204/j.gyjz201010025
Lu Ruihua, Shu Ganping, Ye Tao, Li Haiyun. EXPERIMENTAL STUDY ON POINT-SUPPORTED TEMPERED GLASS PANEL SUBJECTED TO CYCLIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 111-116,90. doi: 10.13204/j.gyjz201010025
Citation:
Lu Ruihua, Shu Ganping, Ye Tao, Li Haiyun. EXPERIMENTAL STUDY ON POINT-SUPPORTED TEMPERED GLASS PANEL SUBJECTED TO CYCLIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 111-116,90. doi: 10.13204/j.gyjz201010025
In order to study the mechanical properties of four-point-supported glass panels under cyclic load,failure tests are conducted on eleven tempered glass panels with protuberant connectors under the distributed uniform lateral pressure.It is measured the changes in dynamic and static stresses at key points of the glass panels under full cyclic load.The experiments show that the load-stress curves of point-supported tempered glass panels approached to be linear under cyclic load,and the stress of the panels varied slightly with the increase of cycle number.The failure of tempered glass panels is of high brittle fracture.
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