Diagnostic method of evolution state of damage field of concrete dam
A technology of concrete dam and diagnosis method, which is applied in the testing of machine/structural components, measuring devices, instruments, etc., can solve the lack of correlation analysis of the changes of measured values of multiple measuring points, and it is difficult to comprehensively reflect the health status of dams, etc. question
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Publication Date
- 2015-06-24
Smart Images
Figure 1 Figure 2 Figure 3
Abstract
Description
technical field
[0001] The invention relates to a diagnosis method for the evolution state of the damage field of a concrete dam, in particular to a method for diagnosing the evolution state of the damage field of a concrete dam based on the correlation analysis of the change of measured values of a plurality of measuring points. Background technique
[0002] Due to the heterogeneity of concrete materials and the complexity of the environment in which the dam is located, most concrete dams are damaged to varying degrees. The development and evolution of the dam damage field affects the mechanical properties and stress-strain response of the dam body. Therefore, the analysis and diagnosis of the evolution state of the dam damage field has long been a hot topic and a difficult problem in the dam industry.
[0003] At present, the analysis and diagnosis of dam damage based on dam monitoring data is mainly to analyze the effect size at a single measuring point, which can only...
Examples
Embodiment
[0035] Embodiment: A method for diagnosing the evolution state of the damage field of a concrete dam disclosed by the present invention, the schematic diagram of its realization process is as follows figure 2 As shown, proceed as follows:
[0036] (1) Constructing an entropy-based damage field indicator variable
[0037] The interaction process between the concrete dam system and the external environment is accompanied by material flow and energy flow. The damage field of the dam varies with time and space, and the entropy of the system is defined as: H=F(Q,qi ,L,T), where Q is the total strain energy of the damage field of the dam body; q i is the strain energy of each measuring point in the system; L is the position of the measuring point; T is the monitoring time;
[0038] The damage and failure of concrete dams is the comprehensive result of energy dissipation and energy release. From the perspective of energy, considering the changes of the stress field and the displa...