剪压破坏 meaning in Chinese
shear-compression failure
Examples
- Finally , an applied formula of beam ' s shear resistance is advanced when the beam ' s shear failure model is the shear - compression failure
最后把剪压破坏范围内的理论抗剪公式进行简化，提出一实用的抗剪计算公式。 - Based on the experimental study of shear performance of prestressing shearwall , this paper analyses the limit of the shear performance of sheawall added the prestress , and discusses the shearing bear capacity in shear breakage
通过对预应力剪力墙的抗剪性能试验研究，分析施加预应力对剪力墙结构的极限抗剪能力提高程度以及在剪压破坏形式下抗剪承载力的提高程度。 - Making use of the " truss + arch " mechanical model , the range of the three shear failure models ( shear - compression failure , diagonal - tension failure and arch - rib failure ) is divided quantitatively , and the theoretical formula of shear resistance of beams and columns is educed
利用修正的桁架+拱抗剪力学模型，定量的划分了梁柱构件受剪破坏三种状态(剪压破坏、斜拉破坏和斜压破坏)的范围，并由此推得梁柱构件抗剪的理论公式。 - Make using of the critical point of the arch failure transiting to the tooth failure ( which is also the point when the non - stirrup beam ' s shear bearing capacity arrives to its minimum ) which is advanced in the arch - tooth theory of beams without shear reinforcement by g . kani and the critical point of the diagonal - tension failure transiting to the shear - compression failure which is advanced in the anti - theory , the minimum shear resistance of general bea ms which is destroyed in the range of shear - compression failure is advanced
利用g . kani提出的拱?齿理论中的无腹筋梁的拱齿破坏的分界点(也就是无腹筋粱的最小抗剪承载力点) ，再结合前述理论中所提出的梁剪压破坏和斜拉破坏的分界点，提出了梁在延性的剪压破坏范围内的最小抗剪承载力，并与混凝土结构设计规范gb50010 - 2002比较，结果吻合较好。 - The minimum shear resistance of beams in the paper is close to the one in the code for design of concrete structures " gb50010 - 2002 ' . according to the actual project , the destroy of 448 kinds of beams are analyzed by computer by taking account of the effective coefficient " " of the strength of concrete confined by hoops , the relationship with the section property of beams , the critical point of the arch - rib failure transiting to the shear - compression failure which is advanced in the anti - theory , and the contribution to the beam ' s shear resistance of the concrete in the shear - compression zone
引用箍筋约束混凝土的有效系数，利用其与梁截面特性的关系并结合理论分析中提出的梁剪压破坏与斜压破坏的分界点，同时考虑了剪压区混凝土的抗剪贡献，从工程实际出发，编程拟算了448种梁构件的破坏情况，计算结果表明，梁发生在剪压破坏范围内的最大抗剪承载力值比混凝土结构设计规范gb50010 - 2002值略高。