1) Active confining force
主动箍紧力
2) confining force
紧箍力
1.
Influence of the steel rate to the confining force of self stress light weight aggregate concrete filled steel tubes;
含钢率对自应力钢管轻骨料混凝土紧箍力的影响
2.
In this paper,concrete filled steel tube short column with dumbbellshaped cross section is studied by finite element method,further analysis on the influence of concrete grade and steel ratio on confining force,and stress distribution and other properties of the core concrete in web cavity of the column under load is carried out.
采用有限元法对哑铃型截面钢管混凝土短柱进行分析,研究了不同混凝土标号和含钢率对其紧箍力的影响以及腹腔部分钢管和混凝土的应力分布等受力特性。
3) tightening-ring force
紧箍力
1.
The article analyzes the interaction between the steel tube and the concrete core of the Concrete-Filled Tubular Steel(CFTS) column when loaded from the axis,and worked out the formulas of tightening-ring force between the two sides,and the formulas of the load applied to the column core and the radial displacement of the steel tube.
考虑钢管混凝土柱在轴向荷载作用下,研究钢管与混凝土柱芯间的相互作用,导出了两者之间的紧箍力以及柱芯受荷与钢管径向位移的计算公式并进行了实例计算,结果表明:紧箍力与材料的弹性常量有关,与所受荷载成正比;钢管的径向位移与荷载成正比;钢管混凝土柱的截面越小,紧箍力所起的作用越大,钢管径向位移也越大。
2.
Constitutive relationship formulas of tightening-ring force and parameters of materials thermodynamics capability are deduced.
0,研究了大直径钢管混凝土柱由混凝土水化热引起的温变产生的初始应力对结构的影响,并推导了紧箍力与材料热力学性能参数本构关系公式。
4) wrapping hoop force
箍紧力
5) confining stress
紧箍应力
1.
Influence of creep on confining stress of axially compressed concrete filled steel tubular short columns;
徐变对钢管混凝土轴心受压短柱紧箍应力影响分析
6) equivalent confining force
等效紧箍力
1.
This paper gives the concept of equivalent confining force for concrete-filled steel tubular columns under compression and bending, and how to predigest steel and core concrete to ideal elasto-plastic member.
提出了钢管混凝土偏压柱考虑等效紧箍力的作用,把钢材和核心混凝土均简化成理想弹性塑性体,按截面形成塑性铰确定强度承载力,同时采用压溃理论确定构件的稳定承载力。
补充资料：主动力
1.根本的动力。 2.物理学名词。即原动力。与"反动力"相对。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条