The anchorage behavior of headed reinforcement in CCT nodes and lap splices

[1]  James O Jirsa,et al.  A Study of Hooked Bar Anchorages in Beam-Column Joints , 1975 .

[2]  J Eibl,et al.  UNTERSUCHUNGEN ZUR TRAGLAST DER DRUCKDIAGONALEN IN KONSOLEN , 1993 .

[3]  Robert L. Henry,et al.  Influence of Normal Pressure on Bond Strength , 1965 .

[4]  Michael E. Kreger,et al.  Development of a Precast Bent Cap System , 2001 .

[5]  Peter Marti,et al.  BASIC TOOLS OF REINFORCED CONCRETE BEAM DESIGN , 1985 .

[6]  John E. Breen,et al.  PROPOSED DESIGN PROCEDURES FOR SHEAR AND TORSION IN REINFORCED AND PRESTRESSED CONCRETE , 1983 .

[7]  Michele Judith Young Performance of Headed Reinforcing Bars in CCT Nodal Regions , 2000 .

[8]  Sanat Kumar Niyogi,et al.  Bearing Strength of Concrete—Geometric Variations , 1973 .

[9]  F. E. Richart,et al.  An investigation of web stresses in reinforced concrete beams , 1927 .

[10]  Denis Mitchell,et al.  Studies of Disturbed Regions Near Discontinuities in Reinforced Concrete Members , 1988 .

[11]  Yukimasa Goto,et al.  CRACKS FORMED IN CONCRETE AROUND DEFORMED TENSION BARS , 1971 .

[12]  E. Mörsch,et al.  Der Eisenbetonbau seine Theorie und Anwendung , 1908 .

[13]  Gopinath Menon,et al.  DESIGN OF REINFORCEMENT FOR NOTCHED ENDS OF PRESTRESSED CONCRETE GIRDERS , 1977 .

[14]  Dale E. Berner,et al.  T-HEADED STIRRUP BARS , 1991 .

[15]  J R Stoker,et al.  ANCHORAGE DEVICES FOR LARGE DIAMETER REINFORCING BARS , 1974 .

[16]  Michael P. Collins,et al.  The Failure of an Offshore Platform , 1997 .

[17]  N. M. Hawkins,et al.  The bearing strength of concrete loaded through flexible plates , 1968 .

[18]  John E. Breen,et al.  THE STRENGTH OF ANCHOR BARS: A REEVALUATION OF TEST DATA ON DEVELOPMENT LENGTH AND SPLICES , 1977 .

[19]  Jack P. Moehle,et al.  REPAIR OF EARTHQUAKE-DAMAGED BRIDGE COLUMNS , 2001 .

[20]  Pietro G. Gambarova,et al.  Bond and Splitting: A Vexing Question , 1998, SP-180: Bond and Development of Reinforcement - A Tribute to Dr. Peter Gergely.

[21]  John E. Breen,et al.  Strength and Behavior of Single Cast-in-Place Anchor Bolts Subject to Tension , 1987, SP-103: Anchorage to Concrete.

[22]  Bernt Jakobsen,et al.  The Sleipner Platform Accident , 1994 .

[23]  Alan H. Mattock,et al.  EFFECTIVENESS OF LOOP ANCHORAGES FOR REINFORCEMENT IN PRECAST CONCRETE MEMBERS , 1994 .

[24]  James Chinn,et al.  Lapped Splices in Reinforced ConcreteBeams , 1955 .

[25]  J Schlaich,et al.  TOWARD A CONSISTENT DESIGN OF STRUCTURAL CONCRETE , 1987 .

[26]  Peter Marti,et al.  Size Effect in Double-Punch Tests on Concrete Cylinders , 1989 .

[27]  W. F. Chen,et al.  Double punch test for tensile strength of concrete, Sept. 1969 (70-18) PB224770/AS (NTIS) , 1969 .

[28]  John E. Breen,et al.  STRENGTH AND BEHAVIOR OF ANCHOR BOLTS EMBEDDED NEAR EDGES OF CONCRETE PIERS , 1977 .

[29]  Michael E. Kreger,et al.  Detailing for structural concrete , 1993 .

[30]  Perry Adebar,et al.  Bearing Strength of Compressive Struts Confined by Plain Concrete , 1993 .

[31]  John E. Breen,et al.  EXPERIMENTAL EVALUATION OF STRUT-AND-TIE MODEL APPLIED TO DEEP BEAM WITH OPENING , 2000 .

[32]  Arthur P. Clark Comparative bond efficiency of deformed concrete reinforcing bars , 1946 .

[33]  James G. MacGregor,et al.  Reinforced Concrete: Mechanics and Design , 1996 .

[34]  Perry Adebar,et al.  Design of Deep Pile Caps by Strut-and-Tie Models , 1996 .

[35]  Bruno Thürlimann,et al.  Ultimate Strength and Design of Reinforced Concrete Beams in Torsion and Bending , 1972 .

[36]  Bilal S. Hamad,et al.  Bond strength of noncontact tension lap splices , 1996 .

[37]  Amin Ghali,et al.  Stud Shear Reinforcement for Flat Concrete Plates , 1985 .

[38]  Antonio Lopez Ledesma Development of Lap Splices Using Headed Reinforcement , 2000 .

[39]  R. M. Mains Measurement of the Distribution of Tensile and Bond Stresses Along Reinforcing Bars , 1951 .

[40]  Rolf Eligehausen,et al.  CONCRETE CAPACITY DESIGN (CCD) APPROACH FOR FASTENING TO CONCRETE , 1995 .

[41]  Bilal S. Hamad,et al.  Comparative Bond Strength of Coated and Uncoated Barswith Different Rib Geometries , 1995 .

[42]  James K. Wight,et al.  Experimental Evaluation of Design Procedures for Shear Strength of Deep Reinforced Concrete Beams , 2002 .

[43]  John E. Breen,et al.  AN INVESTIGATION OF STRUT-AND-TIE MODELS FOR DAPPED BEAM DETAILS. INTERIM REPORT , 1991 .

[44]  Claude Ethelbert Winn Tests of bond between concrete and steel , .

[45]  F. Vecchio,et al.  THE MODIFIED COMPRESSION FIELD THEORY FOR REINFORCED CONCRETE ELEMENTS SUBJECTED TO SHEAR , 1986 .

[46]  William Shelson Bearing Capacity of Concrete , 1957 .

[47]  Dale E. Berner,et al.  Headed Reinforcement in Disturbed Strain Regions of Concrete Members , 1994 .

[48]  F. Vecchio The Response of Reinforced Concrete to In-Plane Shear and Normal Stresses , 1982 .

[49]  S. J. Chamberlin,et al.  Spacing of Spliced Bars in Tension Pull-Out Specimens , 1952 .

[50]  David M. Rogowsky,et al.  Shear strength of deep reinforced concrete continuous beams , 1983 .

[51]  John E Breen,et al.  DEVELOPMENT LENGTH FOR ANCHOR BOLTS , 1966 .

[52]  Michael E. Kreger,et al.  Behavior and design of large structural concrete bridge pier overhangs. , 1997 .

[53]  Peter Marti,et al.  Truss Models in Detailing , 1985 .

[54]  Arthur Newell Talbot,et al.  Tests of Reinforced Concrete Beams: Resistance to Web Stresses. Series of 1907 and 1908 , 2010 .

[55]  James O. Jirsa,et al.  BEHAVIOR OF BENT BAR ANCHORAGES. , 1975 .

[56]  Sanat Kumar Niyogi,et al.  Bearing Strength of Reinforced Concrete Blocks , 1975 .

[57]  Rolf Eligehausen,et al.  Lateral Blow out Failure of Headed Studs Near a Free Edge , 1992, SP-130: Anchors in Concrete--Design and Behavior.

[58]  Daniel A. Kuchma,et al.  Strut-and-Tie Models for the Design of Pile Caps--An Experimental Study , 1990 .

[59]  J. Zuo,et al.  Overview of Research to Improve the Development Characteristics of Reinforcing Bars , 1998, SP-180: Bond and Development of Reinforcement - A Tribute to Dr. Peter Gergely.

[60]  John W. Wallace,et al.  Use of Headed Reinforcement in Beam-Column Joints Subjected to Earthquake Loads , 1998 .

[61]  Michael D. Kotsovos,et al.  DESIGN OF REINFORCED CONCRETE DEEP BEAMS , 1988 .

[62]  Michael E. Kreger,et al.  DEVIATION SADDLE BEHAVIOR AND DESIGN FOR EXTERNALLY POST-TENSIONED BRIDGES. INTERIM REPORT , 1988 .

[63]  B. Kepp,et al.  PROPERTIES OF T-HEADED REINFORCING BARS IN HIGH STRENGTH CONCRETE . NORDIC CONCRETE RESEARCH. PUBLICATION NO 7 , 1988 .

[64]  Kurt H. Gerstle,et al.  Behavior of Concrete Under Biaxial Stresses , 1969 .

[65]  J E Breen,et al.  FACTORS AFFECTING ANCHOR BOLT DEVELOPMENT , 1966 .

[66]  Olivier Burdet,et al.  ANCHORAGE ZONE REINFORCEMENT FOR POST-TENSIONED CONCRETE GIRDERS , 1994 .

[67]  Arthur P. Clark BOND OF CONCRETE REINFORCING BARS , 1949 .

[68]  Paul Lüchinger,et al.  Bruchwiderstand von Kastenträgern aus Stahlbeton unter Torsion, Biegung und Querkraft , 1977 .

[69]  David Darwin,et al.  Effect of Deformation Height and Spacing on Bond Strength of Reinforcing Bars , 1993 .

[70]  Sanat Kumar Niyogi,et al.  Concrete Bearing Strength—Support, Mix, Size Effect , 1974 .

[71]  Michael P. Collins,et al.  Diagonal Compression Field theory-ARational Model For Structural Concrete in Pure Torsion , 1974 .

[72]  Jeffrey L. Wright,et al.  The Development Length and Anchorage Behavior of Headed Reinforcing Bars , 1997 .

[73]  Medhat A. Haroun,et al.  STRUCTURAL BEHAVIOR OF REPAIRED PIER WALLS , 2000 .

[74]  Amin Ghali,et al.  Shear Reinforcement for Concrete Slabs , 1981 .