抗剪极限 meaning in Chinese
shearing limit
Examples
- Furthermore , simplified calculation methods is given to predict the ultimate shear capacity of masonry wall strengthened with gfrp sheet . the calculating results are matched well with the experimental results
针对两种加固方式分别建立了gfrp布加固墙体的抗剪极限承载力计算方法，计算结果和试验数据基本吻合。 - Based on the experiments of five models of rc t - section beams , the ultimate shear capacity of rc t - section beams strengthened with different number of plies , paste formats and initial loads is evaluated
以五片t梁模型破坏试验为基础，研究了碳纤维布粘贴层数及方式和二次受力对钢筋混凝土t梁抗剪极限承载力的影响规律。 - 7 ) based on the formulas of oblique section bearing capacity and normal section bearing capacity , the paper set rules to determine the failure mode of the wall and gave several main factors
7 )根据墙体斜截面抗剪极限承载力公式和正截面极限承载力公式，给出了墙体最终发生弯、剪破坏模式的判定，并提出了影响墙体最终破坏模式的主要因素。 - The experiment results indicate that bonding gfrp sheet can improve the ultimate shear capacity and ultimate displacement of brick walls obviously , and the wall strengthened with gfrp sheet have greater energy dissipation capacity . the dynamic characteristic of masonry members will not been changed by bonding gfrp sheet
试验结果表明，粘贴gfrp布可以有效地提高墙体的抗剪极限承载力和极限位移，改善墙体的抗震性能，并且粘贴gfrp布后不会改变墙体本身的动力特性。 - From the experiments , the number and width of fracture are obviously decreased , and pasting cfrp laminates play important role in improving rc construction durability ; with anchoring , premature is prevented and the ultimate shear capacity is increased ; taking properly anchoring measure , the ultimate shear capacity of rc t - section beams of initial loads is higher than that of no initial loads ; under non - anchoring case , because the rehabilitation of rc t - section beams with cfrp laminates are destroyed suddenly , the reinforcement effect maybe decrease
试验结果表明，粘贴碳纤维布显著减小了钢筋混凝土t梁的裂缝数量和宽度，抑制了裂缝的开展，对提高普通钢筋混凝土构件耐久性有重要作用；采用适当的锚固措施可以有效防止构件发生早期破坏，提高构件的极限抗剪能力；对于有锚固的粘贴方式，有预加载的t梁抗剪极限承载力明显高于无预加载的t梁。试验还表明，在无锚固的情况下，用碳纤维布作抗剪加固后的t梁破坏较突然，有可能使梁的加固效果出现负效应。