Low-cycle fatigue of steel piles in integral abutment bridges

Besides the safety aspects, the economy is the single most important factor when bridges are designed. Lowering the life cycle cost of bridges means that less tax-money would be spent, and that ...

[1]  A. Palmgren Die Lebensdauer von Kugellargern , 1924 .

[2]  L F Greimann,et al.  RATIONAL DESIGN APPROACH FOR INTEGRAL ABUTMENT BRIDGE PILES , 1989 .

[3]  J. M. Duncan,et al.  THE BEHAVIOR OF INTEGRAL ABUTMENT BRIDGES , 1999 .

[4]  Mary Emerson THERMAL MOVEMENTS OF CONCRETE BRIDGES: FIELD MEASUREMENTS AND METHODS OF PREDICTION , 1981 .

[5]  Peter Collin,et al.  Composite Bridges with Integral Abutments Minimizing Lifetime Cost , 2002 .

[6]  B McCall,et al.  STATES' SUCCESSFUL PRACTICES WEIGH-IN-MOTION HANDBOOK , 1997 .

[7]  Dmitri Soukhov Representative values of thermal actions for concrete bridges , 2000 .

[8]  Tetsuya Hosaka,et al.  New technologies of steel/concrete composite bridges , 2002 .

[9]  H. Alexandersson,et al.  Temperature and precipitation in Sweden 1961-90. Reference normals , 1991 .

[10]  Ralph G Oesterle,et al.  Effective Temperature and Longitudinal Movement in Integral Abutment Bridges , 2005 .

[11]  D. A. Mooney,et al.  Introduction to Thermodynamics and Heat Transfer , 1956 .

[12]  Murat Dicleli,et al.  Maximum length of integral bridges supported on steel H-piles driven in sand , 2003 .

[13]  M Emerson TEMPERATURE DIFFERENCES IN BRIDGES: BASIS OF DESIGN REQUIREMENTS , 1977 .

[14]  Esra Bayoglu Flener Soil-structure interaction for integral bridges and culverts , 2004 .

[15]  Peter Collin,et al.  Broar med integrerade landfästen , 2000 .

[16]  Murat Dicleli,et al.  Effect of cyclic thermal loading on the performance of steel H-piles in integral bridges with stub-abutments , 2004 .

[17]  Anders Moberg,et al.  DAILY AIR TEMPERATURE AND PRESSURE SERIES FOR STOCKHOLM (1756-1998) , 2002 .

[18]  Jure Radić,et al.  Actions on structures , 2006 .

[19]  Sami Arsoy,et al.  EXPERIMENTAL AND ANALYTICAL INVESTIGATIONS OF PILES AND ABUTMENTS OF INTEGRAL BRIDGES , 2002 .

[20]  Henry G. Russel,et al.  JOINTLESS BRIDGES - THE KNOWNS AND THE UNKNOWNS , 1994 .

[21]  Norma Mattei,et al.  Evaluation of DOTD Semi-Integral Bridge and Abutment System , 2005 .

[22]  E. W. C. Wilkins,et al.  Cumulative damage in fatigue , 1956 .

[23]  J Connal Integral abutment bridges: Australian and US practice , 2004 .

[24]  Voraniti Chovichien,et al.  The In-Service Behavior of Integral Abutment Bridges: Abutment-Pile Response , 2005 .

[25]  L. F. Greimann,et al.  VALIDATION OF DESIGN RECOMMENDATIONS FOR INTEGRAL ABUTMENT PILES , 1991 .

[26]  Darren W Conboy,et al.  Integral Abutment Design and Construction: The New England Experience , 2005 .

[27]  A Hovd,et al.  TEMPERATURES IN BRIDGES DURING THE COLD WINTER OF 1978/1979 CONTROL , 1980 .

[28]  Preston A Huckabee Plastic Design of Steel HP-Piles for Integral Abutment Bridges , 2005 .