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首页> 外文期刊>International journal of steel structures >Semi-rigidity Connection Model for Unstiffened CHS X-type Joints Subjected Out-of-plane Bending
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Semi-rigidity Connection Model for Unstiffened CHS X-type Joints Subjected Out-of-plane Bending

机译:未加筋的CHS X型接头平面外弯曲的半刚性连接模型

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摘要

Mechanical performance of unstiffened circular hollow section (CHS) multi-planar X-joints subjected two different directions (sagging and hogging) of out-of-plane bending moment (OPBM) was analyzed. A seven-parameter exponential function model, which describing semi-rigidity behavior (moment-rotation curves) of the X-joints subjected sagging and hogging OPBM, was proposed, and then the method to obtain the values of each parameters in the seven- parameter model was also proposed. Based on the results of FE parametricanalysis, formulas for parameters in the seven-parameter model were established combined with multiple nonlinear regression analysis. FE and test results were used to verified the seven-parameter model. The results indicated that: the seven-parameter model can well reflect the semi-rigidity behavior of CHS multi-planar X-joints subjected to OPBM.
机译:分析了平面外弯矩(OPBM)的两个不同方向(下垂和弯折)下未加筋的圆形空心截面(CHS)多平面X接头的力学性能。提出了七参数指数函数模型,该模型描述了承受下垂和下垂OPBM的X接头的半刚性行为(力矩-旋转曲线),然后求出七参数中每个参数值的方法。模型也被提出。基于有限元参数分析的结果,结合多元非线性回归分析,建立了七参数模型的参数公式。有限元和测试结果被用来验证七参数模型。结果表明:七参数模型可以很好地反映OPBM作用下CHS多平面X接头的半刚性行为。

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