COMPLEX NETWORK-BASED HIGH SPEED TRAIN SYSTEM SAFETY EVALUATION METHOD
20170015339 ยท 2017-01-19
Assignee
Inventors
- Limin Jia (Beijing, CN)
- Yong Qin (Beijing, CN)
- Yanhui WANG (Beijing, CN)
- Shuai Lin (Beijing, CN)
- Hao Shi (Beijing, CN)
- Lifeng Bi (Beijing, CN)
- Lei Guo (Beijing, CN)
- Lijie Li (Beijing, CN)
- Man LI (Beijing, CN)
Cpc classification
B61L27/50
PERFORMING OPERATIONS; TRANSPORTING
H04L67/12
ELECTRICITY
B61L99/00
PERFORMING OPERATIONS; TRANSPORTING
International classification
Abstract
The invention discloses a complex network-based high speed train system safety evaluation method. The method includes steps as follows: (1) constructing a network model of a physical structure of a high speed train system, and constructing a functional attribute degree of a node based on the network model; (2) extracting a functional attribute degree, a failure rate and mean time between failures of a component as an input quantity, conducting an SVM training using LIBSVM software; (3) conducting a weighted kNN-SVM judgment: an unclassifiable sample point is judged so as to obtain a safety level of the high speed train system. For a high speed train system having a complicated physical structure and operation conditions, the method can evaluate the degree of influences on system safety when a state of a component in the system changes. The experimental result shows that the algorithm has high accuracy and good practicality.
Claims
1. A complex network-based high speed train system safety evaluation method, comprising the following steps: Step 1, constructing a network model G(V, E) of a high speed train according to a physical structure relationship of the high speed train, wherein 1.1. components in a high speed train system are abstracted as nodes, that is, V={v.sub.1, v.sub.2, . . . , v.sub.n}, wherein V is a set of nodes, v.sub.i is a node in the high speed train system, and n is the number of the nodes in the high speed train system; 1.2. physical connection relationships between components are abstracted as connection sides, that is, E={e.sub.12, e.sub.13, . . . e.sub.ij}, i, jn; wherein E is a set of connection sides, and e.sub.ij is a connection side between the node i and the node j; 1.3. a functional attribute degree value {tilde over (d)}.sub.i of a node is calculated based on the network model of the high speed train: a functional attribute degree of the node i is
{tilde over (d)}.sub.i=.sub.i*k.sub.i(1) wherein .sub.i is a failure rate of the node i, and k.sub.i is the degree of the node i in a complex network theory, that is, the number of sides connected with the node; Step 2, by mean of analyzing operational fault data of the high speed train and combining a physical structure of the high speed train system, extracting the functional attribute degree value {tilde over (d)}.sub.i, the failure rate .sub.i and Mean Time Between Failures (MTBF) of the component as a training sample set, to normalize the training sample set, wherein 2.1. a calculation formula of the failure rate .sub.i is
d.sub.i(x)=s.sub.i(x).sub.i(x)(6) the tightness d.sub.i(x) at which a sample belongs to each safety level is calculated, and the category with the greatest value of d.sub.i(x) is a sample point prediction result.
2. The complex network-based high speed train system safety evaluation method according to claim 1, wherein safety of the high speed train is divided into levels as follows according to Grade-one and Grade-two repair regulations and fault data records of a motor train unit: TABLE-US-00003 y = 1 Safe: Not Affected, Continue Running y = 5 Safer: Temporary Repair and Odd Repair, Behind Schedule y = 10 Not Safe: Out of Operation and Not Out of the Rail Yard that is, Safety Level 1 corresponding to y=1 is Safe, which comprises running states of the train: Not Affected, Continue Running; Safety Level 2 corresponding to y=5 is Safer, which comprises running states of the train: Temporary Repair and Odd Repair, Behind Schedule; Safety Level 3 corresponding to y=10 is Not Safe, which comprises running states of the train: Out of Operation and Not Out of the Rail Yard.
Description
BRIEF DESCRIPTION OF THE DRAWINGS
[0030]
[0031]
[0032]
[0033]
DETAILED DESCRIPTION OF THE INVENTION
[0034] The present invention provides a complex network-based high speed train system safety evaluation method, and the present invention is further described below with reference to the accompanying drawings.
[0035]
[0036] A functional attribute degree {tilde over (d)}.sub.i=.sub.i.Math.k.sub.i of a node is selected as an input quantity from the perspective of the structure of the component based on the network model of the bogie (Step 1.3); a failure rate .sub.i and MTBF are selected as input quantities from the perspective of reliability attribute of the component in combination with operational fault data of the high speed train (Steps 2.1 and 2.2). For the same component in the high speed train bogie system, {tilde over (d)}.sub.i, .sub.i and MTBF thereof in different operation kilometers are calculated respectively as a training set. For example, when the train runs to 2450990 kilometers, a gearbox assembly of a node 14 has {tilde over (d)}.sub.14.1=0.027004, .sub.14.1=0.013502, MTBF.sub.14.1=150.2262. Safety levels of the high speed train are divided into three levels according to Grade-one and Grade-two repair regulations and fault data records of a motor train unit, that is, y=1 is Safe, y=5 is Safer, and y=10 is Not Safe.
[0037] By taking a component gearbox assembly as an example, three safety levels of the gearbox assembly, that is, a total of 90 groups of input quantities, are selected as a training set, SVM training is carried out by using an LIBSVM software package, and the accuracy of the calculation result is only 55.7778% it is found through analysis that an operating environment of the high speed train is relatively complicated, a situation where classification is impossible often occurs when classification is carried out by using a SVM (as shown in
[0038] A sample center
of each of the three levels of the gearbox assembly that affect safety of the system and a distance
from a sample to be tested x(0.02746, 0.01443, 200.75) to the three safety levels are calculated. Then, the following calculation is carried out step by step in the three safety levels: i=1, 2, 3
[0039] Finally, a classification discrimination function g.sub.i(x)=s.sub.i(x).sub.i(x) of each of the three safety levels is calculated, and it is obtained that a final classification result of a test sample (as shown in
TABLE-US-00002 TABLE 2 Comparison between two methods Method Average accuracy % SVM 73.3333 kNN-SVM 95.5556