Structural health monitoring sensor layout optimization method for constraining gradient-free general solution
A health monitoring and optimization method technology, applied in design optimization/simulation, constraint-based CAD, special data processing applications, etc., can solve problems such as inability to obtain source code, inability to obtain high efficiency and reliability, poor adaptability and versatility, etc., to achieve Powerful computing performance, convenient application efficiency effect
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Embodiment 1
[0060] (1) Determine the optimal layout criteria of the target structure sensors: on the basis of research and analysis of relevant technical data such as the design drawings of the structure to be monitored, comprehensively consider the characteristics of its spatial structure system, establish a finite element numerical model of the target structure, and draw up all Let the total number of possible sensor layout positions be N; further combine the finite element model and the actual demand for health monitoring of the target structure, and reasonably determine the sensor layout optimization criteria, so that the M finite number of sensors deployed according to the criteria can obtain relative Richer static and dynamic measurement data information.
[0061] (2) Select a non-gradient optimization algorithm with boundary constraints: comprehensively compare various available non-gradient optimization algorithms with boundary constraints from the aspects of the algorithm's global...
Embodiment 2
[0065] In order to verify the feasibility and computational efficiency of the gradient-free optimization algorithm with boundary constraints based on the extension of the present invention to solve the sensor optimization layout problem, consider the following figure 2 In the long-span suspension bridge model shown, it is planned to optimally arrange a number of uniaxial acceleration sensors at all possible nodes on the bridge deck. There are a total of N=70 possible layout positions, as indicated by the circles in the figure. Among them, a total of 6 different numbers of sensors are considered for the layout of the bridge deck, that is, M=1 to 6 sensors are arranged in 70 possible positions in 6 situations. As the key force-transmitting component of the suspension bridge structural system, the suspension cable transmits the self-weight and external load of the bridge deck stiffening beam to the main cable, and becomes an important link connecting the bridge deck stiffening be...
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