Simplified nonlinear temperature curling analysis for jointed concrete pavements

Journal of Transportation Engineering

Volumn 136, Issue 7, 2010, Pages 654-663

  Hiller, Jacob E ^a   Roesler, Jeffery R ^b  

^a Michigan Technological University   (United States)

^b University of Illinois at Urbana Champaign   (United States)

Author keywords

Built in curl; Curling; Fatigue damage; Non linear temperature; Self equilibrating stress

Indexed keywords

ACTUAL TEMPERATURE; BUILT-IN CURL; CRITICAL LOCATION; CURLING; DIMENSIONAL TEMPERATURES; EFFECT OF TEMPERATURE; EQUIVALENT-LINEAR; FREQUENCY DISTRIBUTIONS; LINEAR TEMPERATURE; NON-LINEAR; NON-LINEARITY; NONLINEAR TEMPERATURE; PAVEMENT ANALYSIS; PIECE-WISE; RIGID PAVEMENTS; SELF-EQUILIBRATING STRESS; SIMPLIFIED METHOD; SLAB THICKNESS; STRESS MAGNITUDE; STRESS PREDICTION; STRESS SOLUTIONS; THREE COMPONENT; UNIFORM TEMPERATURE;

CONCRETE CONSTRUCTION; CONCRETE PAVEMENTS; LOCATION; NONLINEAR ANALYSIS; ROADS AND STREETS; TEMPERATURE CONTROL;

FATIGUE DAMAGE;

CONCRETE; FATIGUE; PAVEMENT; STRESS ANALYSIS; TEMPERATURE EFFECT; TEMPERATURE PROFILE; TENSILE STRESS;

EID: 77955639084     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)TE.1943-5436.0000130     Document Type: Article

References (30)

1. Interim mechanistic-empirical pavement design guide manual of practice. Final draft. 2007, ARA, Inc. National Cooperative Highway Research Program Project1-37A, Champaign, Ill.
2. Boresi A.P. Elasticity in engineering mechanics 1965, 222-223. Prentice-Hall, Englewood Cliffs, N.J.
3. Bradbury R.D. Reinforced concrete pavements 1938, Wire Reinforcement Institute, Washington, D.C.
4. Choubane B. Tia M. Nonlinear temperature gradient effect on maximum warping stresses in rigid pavements. 1992, 11-19. Transportation Research Record.1370, Transportation Research Board, Washington, D.C.
5. Choubane B. Tia M. Analysis and verification of thermal-gradient effects on concrete pavement. J. Transp. Eng. 1995, 121(1):75-81. JTPEDI, 0733-947X, 10.1061/(ASCE)0733-947X(1995)121:1(75).
6. Darter M.I. Design of zero-maintenance plain jointed pavements. 1977, Rep. No.FHWA-RD-77-111, Federal Highway Administration, U.S. DOT, Washington, D.C.
7. Harik I.E. Jianping P. Southgate H. Allen D. Temperature effects on rigid pavements. J. Transp. Eng. 1994, 120(1):127-143. JTPEDI, 0733-947X, 10.1061/(ASCE)0733-947X(1994)120:1(127).
8. Hiller J.E. Development of mechanistic-empirical principles for jointed plain concrete pavement fatigue design. 2007. Ph.D. dissertation, Univ. of Illinois at Urbana-Champaign, Urbana, Ill.
9. Hiller J.E. Roesler J.R. Determination of critical concrete pavement fatigue damage locations using influence lines. J. Transp. Eng. 2005a, 131(8):599-607. JTPEDI, 0733-947X, 10.1061/(ASCE)0733-947X(2005)131:8(599).
10. Hiller J.E. Roesler J.R. User's guide for rigid pavement analysis for design in California (RadiCAL) software. Version 1.2 2005b, UC-Berkeley/Caltrans Partnered Pavement Research Center, Richmond, Calif.
11. Hiller J.E. Roesler J.R. Alternative failure modes for long-life jointed plain concrete pavements. Proc., Int. Conf. on Long-Life Concrete Pavements 2006, Chicago, Illinois.
12. Ioannides A.M. Khazanovich L. Nonlinear temperature effects on multilayered concrete pavements. J. Transp. Eng. 1998, 124(2):128-136. JTPEDI, 0733-947X, 10.1061/(ASCE)0733-947X(1998)124:2(128).
13. Ioannides A.M. Salsilli-Murua R. Temperature curling in rigid pavement: An application of dimensional analysis. 1999, 1-11. Transportation Research Record.1227, Transportation Research Board, Washington, D.C.
14. Janssen D.J. Snyder M.B. Temperature-moment concept for evaluating pavement temperature data. J. Infrastruct. Syst. 2000, 6(2):81-83. JITSE4, 1076-0342, 10.1061/(ASCE)1076-0342(2000)6:2(81).
15. Jeong J.H. Zollinger D.G. Environmental effects on the behavior of jointed plain concrete pavements. J. Transp. Eng. 2005, 131(2):140-148. JTPEDI, 0733-947X, 10.1061/(ASCE)0733-947X(2005)131:2(140).
16. Khazanovich L. Structural analysis of multi-layered concrete pavement systems. 1994. Ph.D. thesis, Univ. of Illinois at Urbana-Champaign, Urbana, Ill.
17. Larson G. Dempsey G.J. Enhanced integrated climatic model version 2.0 (EICM) 1997, Univ. of Illinois, Urbana, Ill.
18. Lee Y.H. Darter M.I. Mechanistic design models of loading and curling in concrete pavements. Proc., Airport Pavement Innovations-Theory to Practice 1993, ASCE, Reston Va.
19. Lu Q. Le T. Harvey J.T. Lea J. Quinley R. Redo D. Avis J. Truck traffic analysis using WIM data in California. 2001. Draft Rep., Univ. of California-Berkeley, Pavement Research Center, Richmond, Calif.
20. Masad E. Taha R. Muhunthan B. Finite element analysis of temperature effects on plain-jointed concrete pavements. J. Transp. Eng. 1996, 122(5):388-398. JTPEDI, 0733-947X, 10.1061/(ASCE)0733-947X(1996)122:5(388).
21. Miner M.A. Cumulative damage in fatigue. Trans. ASME 1945, 67:A159-A164. TASMAV, 0097-6822.
22. Mirambell E. Temperature and stress distributions in plain concrete pavements under thermal and mechanical loads. Proc., 2nd Int. Workshop on the Design and Rehabilitation of Concrete Pavements 1990, 121-135. Siguenza, Spain.
23. Mohamed A.R. Hansen W. Effect of nonlinear temperature gradient on curling stresses in concrete pavements. Transp. Res. Rec. 1997, 1568:65-71. TRREDM, 0361-1981, 10.3141/1568-08.
24. Rao S. Roesler J.R. Characterizing effective built-in curling from concrete pavement field measurements. J. Transp. Eng. 2005, 131(4):320-327. JTPEDI, 0733-947X, 10.1061/(ASCE)0733-947X(2005)131:4(320).
25. Rodden R. Analytical modeling of environmental stresses in concrete slabs. 2006. MS thesis, Univ. of Illinois at Urbana-Champaign, Urbana, Ill.
26. Teller L.W. Sutherland E.C. The structural design of concrete pavements, Part 2: Observed effects of variations in temperature and moisture on the size, shape and stress resistance of concrete pavement slabs. Public Roads 1935, 15(9):169-197. PUROAQ, 0033-3735.
27. Thomlinson L. Temperature variations and consequent stresses produced by daily and seasonal temperature cycles in concrete slabs. Concrete Constructional Engineering 1940a, 36(6):298-307. 0002-8061.
28. Thomlinson L. Temperature variations and consequent stresses produced by daily and seasonal temperature cycles in concrete slabs. Concrete Constructional Engineering 1940b, 36(7):352-360.
29. Timoshenko S. Lessells J.M. Applied elasticity 1925, 272-273. Westinghouse Technical Night School Press, East Pittsburg, Pa.
30. Westergaard H.M. Analysis of stresses in concrete pavements due to variations of temperature. Proc., Highway Research Board 1927, 6:201-217. National Research Council, Washington, D.C.