Zheng Jianxiang, Qiu Guozhi, Lu Xiaojun, Wu Shaopeng, Gong Jinghai. STUDY ON LIFTING METHOD FOR STEEL CYLINDER OF THE CONTAINMENT OF AP1000 NUCLEAR PLANT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 28-32. doi: 10.13204/j.gyjz201305006
Citation:
Guo Jing, Shan Jian. EXPERIMENTAL INVESTIGATION ON OVERALL SHEAR BUCKLING OF SKIN DIAPHRAGMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 106-110. doi: 10.13204/j.gyjz200908025
Zheng Jianxiang, Qiu Guozhi, Lu Xiaojun, Wu Shaopeng, Gong Jinghai. STUDY ON LIFTING METHOD FOR STEEL CYLINDER OF THE CONTAINMENT OF AP1000 NUCLEAR PLANT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 28-32. doi: 10.13204/j.gyjz201305006
Citation:
Guo Jing, Shan Jian. EXPERIMENTAL INVESTIGATION ON OVERALL SHEAR BUCKLING OF SKIN DIAPHRAGMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 106-110. doi: 10.13204/j.gyjz200908025
Overall shear buckling is one of the decisive failure modes of skin diaphragms.It is carried out shear experimental investigation on six skin diaphragms,which are constituted by common YX20-166-830 profiled steel sheeting.Modes of boundary attachment of the six skin diaphragms are different with each other,including one bolt in every trough,one bolt in every crest,two bolts in every trough,two bolts in every trough and one bolt in every crest,one clamped attachment and two dot welds in every trough.The results of experimental investigation are presented including failure process,load-deflection curve,buckling mode,buckling strength,shear stiffness and strain condition,which are influenced by the boundary condition of skin diaphragms.The conclusion provides a reference for strength design of skin diaphragms.
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Zheng Jianxiang, Qiu Guozhi, Lu Xiaojun, Wu Shaopeng, Gong Jinghai. STUDY ON LIFTING METHOD FOR STEEL CYLINDER OF THE CONTAINMENT OF AP1000 NUCLEAR PLANT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 28-32. doi: 10.13204/j.gyjz201305006
Zheng Jianxiang, Qiu Guozhi, Lu Xiaojun, Wu Shaopeng, Gong Jinghai. STUDY ON LIFTING METHOD FOR STEEL CYLINDER OF THE CONTAINMENT OF AP1000 NUCLEAR PLANT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 28-32. doi: 10.13204/j.gyjz201305006