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

2011·27.75 MB·English

by  Roberto T Leon

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.

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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)

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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

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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

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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
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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
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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
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