2001
DOI: 10.3141/1778-08
|View full text |Cite
|
Sign up to set email alerts
|

Development of Rapid Solutions for Prediction of Critical Continuously Reinforced Concrete Pavement Stresses

Abstract: A rapid solution is presented for predicting critical tensile stresses on the top surface of continuously reinforced concrete pavements (CRCP). These tensile stresses are responsible for the development of CRCP punchouts and have to be considered in a mechanistic-based design procedure. The solution is based on a combination of the neural network (rapid solution) and finite element (numerical analysis) techniques. This approach combines the convenience and computational efficiency of neural network solutions w… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
2
1

Citation Types

1
20
0

Year Published

2012
2012
2024
2024

Publication Types

Select...
5
1
1

Relationship

1
6

Authors

Journals

citations
Cited by 31 publications
(21 citation statements)
references
References 7 publications
1
20
0
Order By: Relevance
“…The MEPDG adopts the Korenev's non-dimensional temperature gradient to combine many factors that affect curling stresses into one parameter (7,9). It is defined as:…”
Section: Equivalent Linear Temperature Gradientmentioning
confidence: 99%
“…The MEPDG adopts the Korenev's non-dimensional temperature gradient to combine many factors that affect curling stresses into one parameter (7,9). It is defined as:…”
Section: Equivalent Linear Temperature Gradientmentioning
confidence: 99%
“…Ceylan (2002) employed Artificial Neural Networks (ANNs) in the analysis of concrete pavement systems and developed ANN-based design tools that incorporated the ISLAB 2000 (Tabatabaie and Barenberg, 1978;Khazanovich, 1994;Khazanovich et al, 2000) finite element solutions into routine practical design at several orders of magnitude faster than ISLAB 2000. Khazanovich and Roesler (1997) developed a program called DIPLOBACK for backcalculation of moduli values of composite pavements based on ANNs.…”
Section: Yesmentioning
confidence: 99%
“…The advantage of using ANN and dimensional analysis together is that they both reduce the database size necessary to accurately estimate pavement properties (Rufino et al, 2002). In the development of the new Mechanistic-Empirical Pavement Design Guide (MEPDG) for the American Association of State Highway and Transportation Officials (AASHTO), ANNs were recognized as nontraditional, yet very powerful computing techniques and ANN models were used in preparing the concrete pavement analysis package (Khazanovich et al, 2001). Ceylan et al (2009) developed a suite of ANN-based flexible, rigid, and composite pavement backcalculation models from comprehensive synthetic databases.…”
Section: Yesmentioning
confidence: 99%
“…The study developed by Khazanovich, et al (2001) used the equivalent concept to decrease the number of variables to be tested without impairing the experiment. The equivalent concept for slab thickness developed by Ioannides and Karokevics (1992) Mohamed and Hansen (1997).…”
Section: Other Studiesmentioning
confidence: 99%
“…The equivalent concept for slab thickness developed by Ioannides and Karokevics (1992) Mohamed and Hansen (1997). The concept may be applied as shown by Khazanovich et al (2001) to estimate the tension at the slab top following Equation 20.…”
Section: Other Studiesmentioning
confidence: 99%