Experimental and Computational Evaluation of Current and Innovative In-Span Hinge Details in Reinforced Concrete Box-Girder Bridges
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[1] Tjen Nung Tjhin. Analysis and Design Tools for Structural Concrete Using Strut -and -Tie Models , 2004 .
[2] Z. Bažant,et al. Crack band theory for fracture of concrete , 1983 .
[3] R. G. Selby,et al. Three-dimensional Constitutive Relations for Reinforced Concrete , 1993 .
[4] John E. Breen,et al. ANCHORAGE BEHAVIOR OF HEADED REINFORCEMENT: LITERATURE REVIEW , 2002 .
[5] E. Voce,et al. The relationship between stress and strain for homogeneous deformations , 1948 .
[6] Surendra P. Shah,et al. Softening Response of Plain Concrete in Direct Tension , 1985 .
[7] Rilem. FMC 1 Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beams , 1985 .
[8] Mehdi Saiidi,et al. Experimental Evaluation of Longitudinal Seismic Performance of Bridge Restrainers at In-Span Hinges , 2004 .
[9] R. H. Evans,et al. Microcracking and stress-strain curves for concrete in tension , 1968 .
[10] Jack P. Moehle,et al. EXPERIMENTAL AND COMPUTATIONAL EVALUATION OF REINFORCED CONCRETE BRIDGE BEAM-COLUMN CONNECTIONS FOR SEISMIC PERFORMANCE , 2001 .
[11] J. Rots. Smeared and discrete representations of localized fracture , 1991 .
[12] Glaucio H. Paulino,et al. Evolutionary characteristic length method for smeared cracking finite element models , 1997 .
[13] J. C. Simo,et al. A CLASS OF MIXED ASSUMED STRAIN METHODS AND THE METHOD OF INCOMPATIBLE MODES , 1990 .
[14] H. Reinhardt. Fracture Mechanics of an Elastic Softening Material like Concrete , 1984 .
[15] Clay Naito,et al. Bidirectional Cyclic Performance of Reinforced Concrete Bridge Column-Superstructure Subassemblies , 2002 .
[16] Hiroshi Noguchi,et al. Compressive Deterioration of Cracked Concrete , 1989 .
[17] Richard N. White,et al. Structural Modeling and Experimental Techniques , 1999 .
[18] W. F. Chen,et al. A Plastic-Fracture Model for Concrete Materials, , 1983 .
[19] John E. Breen,et al. CCT Nodes Anchored by Headed Bars-Part 2: Capacity of Nodes , 2006 .
[20] John E. Breen,et al. Behavior and capacity of headed reinforcement , 2006 .
[21] A. Ranjbaran,et al. Embedding of reinforcements in reinforced concrete elements implemented in DENA , 1991 .
[22] D. Barker,et al. Fracture Process Zone of Concrete Cracks , 1984 .
[23] Medhat A. Haroun,et al. STRUCTURAL BEHAVIOR OF REPAIRED PIER WALLS , 2000 .
[24] John E. Breen,et al. CCT Nodes Anchored by Headed Bars-Part 1: Behavior of Nodes , 2005 .
[25] J. Z. Zhu,et al. The finite element method , 1977 .
[26] R. M. Zimmerman,et al. Compressive Strength of Plain Concrete Under Multiaxial Loading Conditions , 1970 .
[27] A. Hillerborg,et al. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements , 1976 .
[28] F. Vecchio,et al. THE MODIFIED COMPRESSION FIELD THEORY FOR REINFORCED CONCRETE ELEMENTS SUBJECTED TO SHEAR , 1986 .
[29] Harry G. Harris,et al. Structural Modeling and Experimental Techniques, Second Edition , 1999 .
[30] F. E. Richart,et al. A study of the failure of concrete under combined compressive stresses , 1928 .
[31] K. Maekawa,et al. Nonlinear mechanics of reinforced concrete , 2003 .
[32] K. Mosalam,et al. Nonlinear transient analysis of reinforced concrete slabs subjected to blast loading and retrofitted with CFRP composites , 2001 .
[33] Amin Ghali,et al. Double Head Studs as Ties in Concrete Walls and Columns , 1997 .
[34] David Z. Yankelevsky,et al. One-dimensional analysis of tension stiffening in reinforced concrete with discrete cracks , 2008 .
[35] Z. Bažant,et al. Fracture and Size Effect in Concrete and Other Quasibrittle Materials , 1997 .
[36] N. S. Ottosen. A Failure Criterion for Concrete , 1977 .
[37] Johan Blaauwendraad,et al. Smeared Crack Approach and Fracture Localization in Concrete , 1985 .
[38] Reginald DesRoches,et al. Simplified Restrainer Design Procedure for Multiple-Frame Bridges , 2001 .
[39] Dale E. Berner,et al. T-HEADED STIRRUP BARS , 1991 .
[40] J R Stoker,et al. ANCHORAGE DEVICES FOR LARGE DIAMETER REINFORCING BARS , 1974 .
[41] Kurt H. Gerstle,et al. Behavior of Concrete Under Biaxial Stresses , 1969 .
[42] Jack P. Moehle,et al. REPAIR OF EARTHQUAKE-DAMAGED BRIDGE COLUMNS , 2001 .
[43] Robert E. Kayen,et al. Reinvestigation of Liquefaction and Nonliquefaction Case Histories from the 1976 Tangshan Earthquake , 2009 .
[44] Charles A. Kircher,et al. Seismic Performance Objectives for Tall Buildings A Report for the Tall Buildings Initiatve , 2008 .
[45] Frieder Seible,et al. SEISMIC RESPONSE OF SACRIFICIAL SHEAR KEYS IN BRIDGE ABUTMENTS. , 2002 .
[46] Michael P. Collins,et al. COMPRESSION RESPONSE OF CRACKED REINFORCED CONCRETE , 1993 .
[47] K. Mosalam,et al. Modeling of Unreinforced Masonry Infill Walls Considering In-Plane and Out-of-Plane Interaction , 2009 .
[48] James G. MacGregor,et al. Reinforced Concrete: Mechanics and Design , 1996 .
[49] Kaspar Willam,et al. Question of Tension Softening versus Tension Stiffening in Plain and Reinforced Concrete , 2008 .
[50] P. Petersson. Crack growth and development of fracture zones in plain concrete and similar materials , 1981 .
[51] Daniel A. Kuchma,et al. COMPUTER-BASED TOOLS FOR DESIGN BY STRUT-AND-TIE METHOD: ADVANCES AND CHALLENGES , 2002 .
[52] J Schlaich,et al. TOWARD A CONSISTENT DESIGN OF STRUCTURAL CONCRETE , 1987 .
[53] Surendra P. Shah,et al. Effect of specimen size on fracture energy and softening curve of concrete: Part I. Experiments and fracture energy , 2008 .
[54] Hajime Okamura,et al. Path-dependent three-dimensional constitutive laws of reinforced concrete - formulation and experimental verifications , 1997 .