Composite construction in steel and concrete VI : proceedings of the 2008 Composite Construction in Steel and Concrete Conference VI, July 20-24, 2008 [Devil's Thumb Ranch] Tabernash, Colorado PDF
Preview Composite construction in steel and concrete VI : proceedings of the 2008 Composite Construction in Steel and Concrete Conference VI, July 20-24, 2008 [Devil's Thumb Ranch] Tabernash, Colorado
Composite Construction in Steel and Concrete VI PROCEEDINGS OF THE 2008 CONFERENCE July 20–24, 2008 Devil’s Thumb Ranch, Tabernash, Colorado SPONSORED BY Engineering Conferences International The Structural Engineering Institute (SEI) of the American Society of Civil Engineers EDITED BY Roberto T. Leon Tiziano Perea Gian Andrea Rassati Jörg Lange Published by the American Society of Civil Engineers Cataloging-in-Publication Data on file with the Library of Congress. American Society of Civil Engineers 1801 Alexander Bell Drive Reston, Virginia, 20191-4400 www.pubs.asce.org Any statements expressed in these materials are those of the individual authors and do not necessarily represent the views of ASCE, which takes no responsibility for any statement made herein. No reference made in this publication to any specific method, product, process, or service constitutes or implies an endorsement, recommendation, or warranty thereof by ASCE. The materials are for general information only and do not represent a standard of ASCE, nor are they intended as a reference in purchase specifications, contracts, regulations, statutes, or any other legal document. ASCE makes no representation or warranty of any kind, whether express or implied, concerning the accuracy, completeness, suitability, or utility of any information, apparatus, product, or process discussed in this publication, and assumes no liability therefore. This information should not be used without first securing competent advice with respect to its suitability for any general or specific application. Anyone utilizing this information assumes all liability arising from such use, including but not limited to infringement of any patent or patents. ASCE and American Society of Civil Engineers—Registered in U.S. Patent and Trademark Office. Photocopies and permissions. Permission to photocopy or reproduce material from ASCE publications can be obtained by sending an e-mail to [email protected] or by locating a title in ASCE's online database (http://cedb.asce.org) and using the "Permission to Reuse" link. Bulk reprints. Information regarding reprints of 100 or more copies is available at http://www.asce.org/reprints. Copyright © 2011 by the American Society of Civil Engineers. All Rights Reserved. ISBN 978-0-7844-1142-1 Manufactured in the United States of America. Dedication Ivan M. Viest These proceedings are dedicated to Dr. Ivan M. Viest, whose pioneering efforts in research led to the extensive utilization of composite structures in the USA and whose initiative led to the development of this series of conferences. Dr. Ivan M. Viest was born in Bratislava (now in Slovakia) in 1922. He graduated from the Slovak Technical University with the degree of Inžinier (engineer) in 1946. After participating in several resistance movements against the German invasion during WWII and a short engineering career in Slovakia, he came to the USA in 1947, and enrolled at Georgia Tech, where he earned an MS degree. He transferred to the University of Illinois in 1948, and began his work on composite construction under the mentorship of Dr. Nathan Newmark. Dr. Viest’s doctoral work, completed in 1951, contained pioneering experimental and analytical work on shear connectors and composite beams. After graduation, he remained as a faculty member, working in the areas of concrete columns and shear in reinforced concrete. In 1953, he began investigating the use of shear studs in bridges, work that he continued when he took over the AASHO Road Test studies in 1957. His numerous publications from his work in the 1950’s led to the development of composite construction design provisions for both buildings and bridges at the end of that decade. Dr. Viest then joined Bethlehem Steel Corp. in 1961 where he worked to promote and improve the use of steel both through his technical expertise and service in national technical committees. Amongst his many contributions are his leadership of AISC TC5 – Composite Construction and his work on the development of the LRFD specification. Dr. Viest retired in 1982 and continues to enjoy his retirement. More details on Dr. Viest can be found in his autobiography: An Immigrant’s Story (http://www.Xlibris.com) iii iv Conference Participants Preface These proceedings summarize the state-of-the-art in composite construction worldwide, as presented at the an international conference on Composite Construction in Steel and Concrete held at the Devil’s Thumb Ranch in Tabernash, Colorado (USA) in July 2008. This is the sixth in a series of conferences on this topic organized by the United Engineering Foundation (and now Engineering Conferences International) aimed at assessing and synthesizing the most recent advances in research and practice in the area of composite steel-concrete construction. This conference was preceded by those held in Henniker, New Hampshire, USA (1987), Potosi, Missouri, USA (1992), Irsee, Germany (1996), Banff, Canada (2000), and Kruger National Park, South Africa (2008). The papers contained in this volume cover a wide variety of topics, including composite bridges, composite slabs, shear connectors, composite columns, innovative composite structural systems, fire and seismic resistance of composite structural systems and practical applications. Seventy-six participants from seventeen countries participated in four days of presentations, panel and informal discussions dealing with all aspects of composite construction. The conference was organized and chaired by Dr. Roberto Leon, Georgia Institute of Technology, U.S.A. and Dr. Jörg Lange, Technische Universität Darmstadt, Germany, with the assistance of Dr. Gian Andrea Rassati (University of Cincinnati), Dr. Jerome Hajjar (Northeastern University), and Dr. W. Samuel Easterling (Virginia Tech). The conference was generously supported by the AISC and NUCOR Corporation. The papers in the proceedings were peer reviewed as per the guidelines used for the Journal of Structural Engineering, ASCE and are eligible for all ASCE awards and are open for discussion in the Journal of Structural Engineering, ASCE. The review process was administered by the proceeding editors, who would like to thank all the reviewers for their prompt and useful responses. The publication of the proceedings was supported by the Technical Activities Division of the Structural Engineering Institute, ASCE. The editors will like to thank the staff of Engineering Conferences International, and particularly Ms. Antoinette L. Chartier, for all their help in organizing and coordinating the conference. The financial support of the American Institute of Steel Construction and the Vulcraft Division of NUCOR Corporation is also gratefully acknowledged. This conference would not have been possible without that funding. Finally, the senior editor will like to thank Mr. Tiziano Perea for all his work in preparing the final draft of the proceedings. Without his contributions these proceedings would not have been possible. Roberto T. Leon, Tiziano Perea, Jörg Lange, and Gian Andrea Rassati Atlanta, July 2010 v Acknowledgments Organizing Committee Chairs: Dr. Roberto T. Leon, Georgia Institute of Technology, Atlanta, GA, USA Dr. Jörg Lange, Technische Universität Darmstadt, Darmstadt, Germany Co-Chairs: Dr. W. Samuel Easterling, Virginia Tech, Blacksburg, VA, USA Dr. Gian Andrea Rassati, University of Cincinnati, Cincinnati, OH, USA Dr. Jerome F. Hajjar, Northeastern University, Boston, MA, USA Scientific Committee Dr. Ulrike Kuhlmann, University of Stuttgart, Stuttgart, Germany Dr. K. C. Tsai, NCREE, Taipei, Taiwan Dr. Brian Uy, University of Western Sydney, Australia Dr. James Harris, J. R. Harris & Co., Denver, CO, USA Dr. Toko Hitaka, University of Kyoto, Kyoto, Japan Mr. Lawrence A. Griffis, W. P. Moore & Assoc., Austin, TX, USA Dr. Kent Harries, University of Pittsburgh, Pittsburgh, PA, USA Dr. Yan Xiao, University of Southern California, Los Angeles, CA, USA Dr. Oreste Bursi, University of Trento, Trento, Italy Dr. Mario Fontana, ETH, Zürich, Switzerland Dr. Wolfgang Kurz, University of Kaiserslautern, Kaiserslautern, Germany Dr. Dennis Lam, University of Leeds, Leeds, UK Dr. Robert Tremblay, Ecole Polytechnique, Montreal, Canada Financial Support vi Contents Shear Connection Prediction of Shear Resistance of Headed Studs in Troughs of Profiled Sheeting ............ 1 Roger P. Johnson Lifetime Oriented Design Concepts of Steel-Concrete Composite Structures Subjected to Fatigue Loading .............................................................................................. 14 Gerhard Hanswille and Markus Porsch Headed Studs Close to the Concrete Surface—Fatigue Behaviour and Application ..................................................................................................................... 26 Ulrike Kuhlmann and Jochen Raichle Fatigue Behavior of Shear Connectors in High Performance Concrete .......................... 39 Markus Feldmann, Oliver Hechler, Josef Hegger, and Sabine Rauscher Cyclic Performances of Shear Connectors .......................................................................... 52 Adrian Liviu Ciutina and Aurel Stratan New Steel-Concrete Shear Connection for Composite Bridges ......................................... 65 Jean-Paul Lebet Continuous Shear Connectors in Bridge Construction ..................................................... 78 Oliver Hechler, Jaques Berthellemy, Wojciech Lorenc, Günter Seidl, and Eva Viefhues Effects of Group Arrangement on the Ultimate Strength of Stud Shear Connection .................................................................................................................. 92 Chang-Su Shim, Pil-Goo Lee, Dong-Wook Kim, and Chul-Hun Chung Slab Systems Innovative Shear Connectors for a New Prestressed Composite Slab System for Buildings with Multiple HVACR Installations ........................................................... 102 Marcin Abramski, Thomas Friedrich, Wolfgang Kurz, and Juergen Schnell Composite Slab with Integrated Installation Floor Using Cellular Beams ..................... 112 Andrea Frangi, Markus Knobloch, Elio Raveglia, Mario Fontana, Martin Mensinger, and Karl Schwindl Steel Fibre Reinforced Continuous Composite Slabs ....................................................... 125 Florian P. Ackermann and Jürgen Schnell Elemental Bending Test and Modeling of Shear Bond in Composite Slabs ................... 138 Redzuan Abdullah and W. Samuel Easterling Composite Beams Ductility of Composite Beams with Trapezoidal Composite Slabs ................................. 151 Mark A. Bradford, Yong-Lin Pi, and Brian Uy vii Effect of Strain Profiles on the Behavior of Shear Connectors for Composite Steel-Concrete Beams ................................................................................ 160 O. Mirza and B. Uy Design Model for Continuous Composite Beams with Web Openings ........................... 173 Torsten Weil, Juergen Schnell, and Wolfgang Kurz Efficient Design for the Calculation of the Deflection and the Shear Force Capacity of Slim-Floor Girder ........................................................................................... 185 Ulrike Kuhlmann and Gunter Hauf The Multi-Storey Car Park for the "Neue Landesmesse" in Stuttgart over Highway A8, Germany ............................................................................................... 199 Roland Friede, Jörg Lange, and Ralf Steinmann Design and Testing of Two Composite Underspanned Beams ......................................... 212 Michel Crisinel and Gabriele Guscetti Composite Columns Flexural Behaviour of Concrete-Filled Thin-Walled Steel Tubes with Longitudinal Reinforcement ...................................................................................... 225 Andrew Wheeler and Russell Bridge Behavior of Composite CFT Beam-Columns Based on Nonlinear Fiber Element Analysis ....................................................................................................... 237 Tiziano Perea and Roberto Leon Structural Design of Concrete Filled Steel Elliptical Hollow Sections ............................ 252 Dennis Lam and Nicola Testo Seismic Performance of Composite EWECS Columns in New Hybrid Structural System ................................................................................................................ 263 Fauzan and Hiroshi Kuramoto Design of Composite Columns—Steel, Concrete, or Composite Approach? ................. 276 Russell Q. Bridge Strength of Concrete Filled Steel Tubes under High-Strain Rate Loading .................... 291 Yan Xiao, Qiu Zheng, Jingsi Huo, Jianhua Shan, and Baisheng Chen Strength of Concrete Filled Historic Cast-Iron Columns ................................................ 304 Stefan Heyde and Karsten Geißler Concrete-Filled Steel Tube Columns—Tests Compared with Eurocode 4 ..................... 317 C. Douglas Goode and Dennis Lam Design of Composite Columns Made of Concrete Filled Tubes with Inner Massive Core Profiles and High Strength Materials ........................................................ 326 G. Hanswille and M. Lippes Foundations and Column Bases Design of Anchor Plates Based on the Component Method ............................................ 338 Ulrike Kuhlmann and Markus Rybinski viii An Economical and Efficient Foundation Connection for Concrete Filled Steel Tube Piers and Columns ............................................................................................ 351 Charles W. Roeder and Dawn E. Lehman Using Steel Fiber Reinforced Cementitious Composite (SFRCC) in Shallow Embedded Column Base ..................................................................................................... 364 Yao Cui, Masayoshi Nakashima, and Toko Hitaka Codes and Structures Composite Buildings in Germany ...................................................................................... 377 Jörg Lange and Wolfgang Kurz Composite Bridges in Germany Designed According to Eurocode 4-2 .......................... 391 Gerhard Hanswille Where Structural Steel and Concrete Meet ...................................................................... 406 J. W. B. Stark Harmonization of Design Rules in Europe ........................................................................ 419 Fernando González and Jörg Lange Review and Comparison of Encased Composite Steel-Concrete Column Detailing Requirements ...................................................................................................... 427 William P. Jacobs V and Arvind V. Goverdhan Seismic Performance of Members and Connections Composite Joints in Robust Building Frames .................................................................. 442 Jean-Pierre Jaspart and Jean-François Demonceau Behavior of Columns in Composite CES Structural System ........................................... 455 Hiroshi Kuramoto Cyclic Tests on RC-Steel Shear Plate Composite Wall System Applicable in Beam Spans with Large Openings ................................................................................. 466 Toko Hitaka and Andres Jacobsen Performance Evaluation of Innovative Hybrid Coupled Core Wall Systems ................ 479 Gian A. Rassati, Patrick J. Fortney, Bahram M. Shahrooz, and Paul W. Johnson III Seismic-Induced Fire Analysis of Steel-Concrete Composite Beam-to-Column Joints: Bolted Solutions ........................................................................ 493 Oreste S. Bursi, Fabio Ferrario, Raffaele Pucinotti, and Riccardo Zandonini Seismic-Induced Fire Analysis of Steel-Concrete Composite Beam-to-Column Joints: Welded Solutions ...................................................................... 506 Oreste S. Bursi, Fabio Ferrario, and Raffaele Pucinotti Seismic Behavior of Connections to Gangue-Filled CFT Columns with Ring Stiffeners ............................................................................................................. 519 Guochang Li, Wei Sun, and Roberto T. Leon Strengthening of Composite Beam-to-Column Joints: Static and Seismic Behaviour ........................................................................................................ 529 G. Loho, A. Lachal, and J. M. Aribert ix
The list of books you might like
