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Engineering application of External Prestressing Curved Beam

机译:外部预应力弯曲梁的工程应用

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Using the finite element software ANSYS to analyze dynamic characteristics of external prestressing structure, reasonable control parameter, as well as external prestressing reinforcement joints of security, the main research contents and results are as follows: Dynamic performance analysis is about variation law and internal feature. With the increase of external prestressing, on the contrary, the natural vibration frequency will reduce. However, external prestressing effects on the structural dynamic performance improvement that is not obvious in general. Based on sensitivity analysis, control parameter of external prestressing reinforcement curved beam must be analyzed and the reasonable value range of sensitive control parameter can be found. For the control parameter of external prestressing process, its reasonable control parameter's range should be about 6% in the theoretical calculation. While simulating of anchoring system, local force on anchoring system must be analyzed finely and accurately. A comprehensive understanding should be mastered on variation law, which is about the internal forcing and stress response of special area. The setting of anchoring device shall be arranged at 1/3 place of original prestressing position. To ensure the safety, it should guarantee the mechanical continuity of anchor joints.
机译:使用有限元软件ANSYS分析外部预应力结构的动态特性,合理的控制参数,以及安全的外部预应力加固接头,主要研究内容和结果如下:动态性能分析是关于变异法和内部特征。随着外部预应力的增加,相反,自然振动频率将减少。然而,外部预应力对结构动态性能改善的外部预应力影响一般不明显。基于灵敏度分析,必须分析外部预应力加强弯曲梁的控制参数,可以找到敏感控制参数的合理值范围。对于外部预应力过程的控制参数,其合理的控制参数范围应在理论计算中约为6%。虽然模拟锚固系统,但必须精确准确地分析锚固系统上的局部力。应掌握综合理解,这些律法是关于特殊区域的内部迫使和压力响应的变化法。锚定装置的设置应布置在原始预应力位置的1/3位置。为确保安全,应保证锚点的机械连续性。

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