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flexural load-carrying capacity
相关语句
  受弯承载力
     On the basis of analysis of the experimental data, the main research and achievements are as follows:1. In order to improve the performance of crack, deflection and flexural load-carrying capacity of concrete beams prestressed with FRP tendons, the design plan of the combined reinforcement of prestressing FRP tendons and ordinary epoxy coated steel bars is carried on in this paper.
     1.为改善配置纤维塑料筋的预应力混凝土梁的裂缝、挠度及受弯承载力性能,提出了以纤维塑料筋为预应力筋,并配置环氧涂层钢筋作为非预应力筋的混合配筋的抗弯配筋设计方案。 试验证明,这种采用混合配筋的有粘结或无粘结部分预应力混凝土梁具有与配置钢绞线的后张部分预应力混凝土梁接近的受力性能,并且具有良好的延性性能和耗能能力。
短句来源
     Based on the test results, the design formulas of flexural load-carrying capacity, stiffness and maximum crack width are proposed.
     推导了锚贴钢板加固梁的受弯承载力公式、短期荷载作用下的刚度和挠度公式。
短句来源
  “flexural load-carrying capacity”译为未确定词的双语例句
     2. The nonlinear FE models can predict the elastic and elasto-plastic flexural load-carrying capacity、deflection、slip development and distribution, and increment of extrenal tendons of the pretressed steel-concrete composite beams. The results extracted from the models agree well with those from static testing.
     2、建立的体外预应力钢——混凝土组合梁的非线性有限元模型能够预测组合梁弹性、弹塑性阶段的承载力、预应力索应力增量、滑移开展和滑移分布规律,计算结果与实测结果吻合良好。
短句来源
  相似匹配句对
     Flexural Vibration of Non-linear Beam with the Random Load (I)
     一类非线性梁在随机载荷作用下的弯曲振动(Ⅰ)
短句来源
     When the axial load is small, the joint produces the flexural stress;
     当轴向压力较小时,接头引起钻柱弯曲应力;
短句来源
     Influence of Flexural Load on the Carbonation Processes of Cement Paste and Mortar
     弯曲荷载对硬化水泥浆体和砂浆碳化过程的影响
短句来源
     ELECTRONIC LOAD
     电子负载的研制
短句来源
     Flexural Vibration of Non-linear Beam with the Random Load (II)
     一类非线性梁在随机载荷作用下的弯曲振动(II)
短句来源
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  flexural load-carrying capacity
The proposed reinforcement method increased the short-term flexural load-carrying capacity by 49-63% on average.
      


Rehabilitation of RC members with stainless steel wire mesh and permeability polymer mortar is a new method of structural strengthening with the advantages of resistance to fire, corrosion and ageing. Experiments were conducted to investigate the flexural behavior of 6 strengthened RC beams and 1 comparative RC beam under different types of loadings. The experimental results showed that the flexural load-carrying capacity and stiffness were increased effectively and the propagation of cracks was reduced...

Rehabilitation of RC members with stainless steel wire mesh and permeability polymer mortar is a new method of structural strengthening with the advantages of resistance to fire, corrosion and ageing. Experiments were conducted to investigate the flexural behavior of 6 strengthened RC beams and 1 comparative RC beam under different types of loadings. The experimental results showed that the flexural load-carrying capacity and stiffness were increased effectively and the propagation of cracks was reduced obviously by the rehabilitation. Based on the test results, the design formulae of flexural load-carrying capacity, stiffness and maximum crack width are proposed, and a computer analysis program is developed. The calculated results are in good agreement with the experimental ones. The calculation method proposed in this paper can be applied to the retrofit designs of RC structures.

高强不锈钢绞线网-渗透性聚合砂浆加固法是一种新型加固工艺,它具有耐火、耐腐蚀、耐老化的优点。本文对6根 用该工艺加固的钢筋混凝土梁和1根对比梁进行了受弯性能试验研究。试验结果表明,该加固措施有效地提高了梁的受 弯承载力和刚度,较好地约束了裂缝的发展,具有良好的加固效果。在试验研究的基础上,本文给出了利用这种方法进行 加固的受弯承载力及刚度的设计计算公式,编制了计算机程序进行了理论分析,并给出了最大弯曲裂缝宽度的计算方 法。理论计算结果与试验结果吻合较好,可以满足实际工程设计的需要。

Four full-size RC beams strengthened with carbon fiber plates(CFP) were tested to investigate the flexural behavior.The experimental results showed that the flexural load-carrying capacity was increased effectively and the propagation of cracks was reduced obviously by the rehabilitation.An analytical study concerning the flexural strengthening,stiffness and crack width of RC beams with externally bonded CFP was conducted according to the experimental results and theoretical study of four RC beams.At...

Four full-size RC beams strengthened with carbon fiber plates(CFP) were tested to investigate the flexural behavior.The experimental results showed that the flexural load-carrying capacity was increased effectively and the propagation of cracks was reduced obviously by the rehabilitation.An analytical study concerning the flexural strengthening,stiffness and crack width of RC beams with externally bonded CFP was conducted according to the experimental results and theoretical study of four RC beams.At the same time,the calculation formulas of flexural load-carrying capacity,stiffness and maximum crack width are proposed at different stages of strengthening of RC beams.The calculated results are in good agreement with the experimental ones.The calculation method proposed in the paper can be applied to the retrofit designs of RC structures.

对4根碳纤维板加固的足尺钢筋混凝土梁进行了受弯性能试验研究。试验结果表明,该加固措施有效地提高了梁的受弯极限承载力,较好地约束裂缝的发展,具有良好的加固效果。在试验研究和理论分析的基础上,对碳纤维板加固的钢筋混凝土梁受弯承载力、刚度和裂缝宽度计算方法进行了分析,提出了在不同受力阶段加固后梁的正截面受弯承载力、刚度计算公式和最大弯曲裂缝宽度计算公式。计算结果表明,理论计算结果与试验值吻合较好,可以满足实际工程设计的需要。

 
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