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140 m级超大型打桩船的抱桩器设计 被引量:4
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作者 高峰 李杰 《起重运输机械》 2022年第3期62-66,共5页
超大型桩架抱桩器不同于传统抱桩器,其能适用于各种角度的斜桩。抱桩器需安装在桩架上,因此桩架的整体强度及布置需综合考虑,需在结构强度、重量控制、液压缸的压杆稳性等方面进行计算和平衡,文中主要对桩架抱桩器的设计和研究进行阐述。
关键词 抱桩器 强度 受力 压杆稳性
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Singularity Theory on Buckling of Compressible Slender Rods with Deformation of Cross Section 被引量:2
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作者 张义同 熊成安 谢宇新 《Transactions of Tianjin University》 EI CAS 2006年第2期79-83,共5页
The crucial effect of compressibility of rods on their instability is novelly demonstrated via singularity theory. It is shown that the critical load of compressible rod is always greater than the one of the Euler rod... The crucial effect of compressibility of rods on their instability is novelly demonstrated via singularity theory. It is shown that the critical load of compressible rod is always greater than the one of the Euler rod, and a subcritical pitchfork bifurcation, which cannot occur for the Euler rod, may occur for a compressible rod. A whole bifurcation diagram of compressible rods is as follows : when the original slenderness ratio of a compressible rod, $o is smaller than (1 + v/3 √3π/2,, the rod does not buckle; when So∈ [1+ v/3)3√3π/2 ,(1+v/5)5 5√5π/4),the rod may undergo a subcritical pitchfork bifurcation and a collapse may occur; when So ∈ [1+ v/5)5√5π/4 + ∞), the rod may undergo a supercritical pitchfork bifurcation. The deformation of cross section of rods causes a little shift of bifurcation points towards to the one corresponding to larger slenderness ratio. 展开更多
关键词 singularity theory BUCKLING STABILITY compressible slender rods
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