Bridge finite element model modifying method
A finite element and model technology, applied in the field of bridge finite element model correction, can solve the problems of low correction efficiency and correction accuracy of the correction method
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Embodiment 1
[0171] Embodiment 1 of the present invention: a method for modifying a bridge finite element model, including the following steps:
[0172] S1: Establish a solid finite element model of the full bridge through the general finite element calculation software ANSYS;
[0173] S2, using the uniform design method to make a correction to the physical finite element model of the full bridge; the number of experiments of the uniform design method is 3 to 5 times the number of factors;
[0174] S3: Use the uniform design method to select test points to generate a response surface, and use the response surface method to make secondary corrections to the solid finite element model of the full bridge;
[0175] S4, according to the revised model, judge whether the obtained stress loss or elastic modulus loss reaches the set warning value.
[0176] Wherein, the step S2 adopting the uniform design method to modify the physical finite element model of the full bridge once specifically includes:
[0177]...
Embodiment 2
[0194] Embodiment 2: A method for modifying a bridge finite element model, including the following steps:
[0195] S1: Establish a solid finite element model of the full bridge through the general finite element calculation software ANSYS;
[0196] S2, using the uniform design method to make a correction to the physical finite element model of the full bridge.
[0197] Wherein, the step S2 adopting the uniform design method to modify the physical finite element model of the full bridge once specifically includes:
[0198] X1, select the objective function Q(x) and the parameter variable X (such as m) to be corrected; the objective function Q(x) is specifically:
[0199] Q ( x ) = X i = 1 m γ i ( ϵ i ( X ) - ϵ ‾ i ϵ ‾ i ) 2
[0200] Among them, Q(x) is the objective function, r i Is the weight coefficient, ε i (X) is the strain value of the i-th point, Is the average value of i strains;
[0201] The erro...
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