DocumentCode :
1218654
Title :
CRACK: qualitative reasoning about fatigue and fracture in steel bridges
Author :
Roddis, W. M Kim ; Martin, Jeffrey L.
Author_Institution :
Dept. of Civil Eng., Kansas Univ., Lawrence, KS, USA
Volume :
7
Issue :
4
fYear :
1992
Firstpage :
41
Lastpage :
48
Abstract :
The consultant reasoning about cracking knowledge (CRACK) system, which uses qualitative reasoning to analyze fatigue and fracture in steel bridges, is described. CRACK´s architecture includes three reasoning levels-heuristic, qualitative, and quantitative-linked by a common representation of the bridge´s physical structure. CRACK explains a failure by matching a crack progression sequence to the observed facts. The system establishes the type of problem using design critiques, predictive modeling, or failure analysis describes the problem by gathering information on the girder´s geometry, service history, material properties, and observed symptoms. It then hypothesizes a cause, qualitatively simulates possible crack progression sequences to guide quantitative analysis, calculates the fracture mechanics to determine critical crack sizes and fatigue lives, and evaluates the hypothesis. Finally it states a conclusion. Several difficulties that arose in developing a simple, theoretically defensible, qualitative model which translates numerical relationships into a correct set of behaviors are discussed.<>
Keywords :
civil engineering computing; cracks; expert systems; fatigue; fracture mechanics; CRACK; consultant reasoning; crack progression sequence; cracking; critical crack sizes; design critiques; failure analysis; fatigue lives; fracture; fracture mechanics; heuristic reasoning; predictive modeling; qualitative reasoning; quantitative reasoning; steel bridges; Analytical models; Bridges; Failure analysis; Fatigue; History; Information geometry; Material properties; Predictive models; Solid modeling; Steel;
fLanguage :
English
Journal_Title :
IEEE Expert
Publisher :
ieee
ISSN :
0885-9000
Type :
jour
DOI :
10.1109/64.153463
Filename :
153463
Link To Document :
بازگشت