ACI-SP-149-1994.pdf

High-Performance Concrete Proceedings A U International conference Singapore, 1994 V. M. Malhotra Editor SP-149 COPYRIGHT ACI International (American Concrete Institute) Licensed by Information Handling Services COPYRIGHT ACI International (American Concrete Institute) Licensed by Information Handling Services 本文件原文页数较多，文件体积较大，无法上传。 如有需要请发站内信或e m a i l ：l i u y x 866163.c o m 联系人：草庐一苇：w w w .d o c i n .c o m /l i u y x 866 A C 1 SP-149 94 0662749 0538937 T3L High-Perfomance - Concrete Proceedings ACI International Conference Singapore, 1994 V. M. Malhotra Editor SP-149 COVER PHOTO: Building located at 100 N. Tampa Street, Tampa Bay, Florida, USA COPYRIGHT ACI International (American Concrete Institute) Licensed by Information Handling Services COPYRIGHT ACI International (American Concrete Institute) Licensed by Information Handling Services 本文件原文页数较多，文件体积较大，无法上传。 如有需要请发站内信或e m a i l ：l i u y x 866163.c o m 联系人：草庐一苇：w w w .d o c i n .c o m /l i u y x 866 A C 1 SP-149 94 Ob62949 0518738 978 D DISCUSSION of individual papers in this symposium may be submitted in accordance with general requirements of the AC1 Publication Policy to AC1 headquarters at the address given below. Closing date for submission o f discussion is May 1,1995. All discussion approved by the Technical Activities Committee along with closing remarks by the authors will be published in the September/October 1995 issue of either AC1 Structural Journal or AGI Materials Journal depending on the subject emphasis of the individual paper. The Institute is not responsible for the statements or opinions expressed in its publications. Institute publications are not able to, nor intended to, supplant individual training, responsibility, or judgment of the user, or the supplier, of the information presented. The papers in this volume have been reviewed under Institute publication procedures by individuals expert in the subject areas of the papers. Copyright O 1994 AMERICAN CONCRETE INSTITUTE P.O. Box 19150, Redford Station Detroit, Michigan 48219 All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by any electronic or mechanical device, printed or written or oral, or recording for sound or visual reproduction or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright proprietors. Printed in the United States of America Editorial production Special Publications Staff Library of Congress catalog card number 94-78448 COPYRIGHT ACI International (American Concrete Institute) Licensed by Information Handling Services COPYRIGHT ACI International (American Concrete Institute) Licensed by Information Handling Services 本文件原文页数较多，文件体积较大，无法上传。 如有需要请发站内信或e m a i l ：l i u y x 866163.c o m 联系人：草庐一苇：w w w .d o c i n .c o m /l i u y x 866 A C 1 SP-149 94 = 0662949 0538939 804 PREFACE In December 1991, the American Concrete Institute sponsored an International Conference on Evaluation and Rehabilitation of Concrete Structures and Innovations in Design. This was in keeping with the mission of the Institute, and the specific purpose of the conference was to dic- seminate technical information on emerging concrete technology in the Pacific rim region, and to provide technical support for a growing number of AC1 International Chapters and members. The conference was held in Hong Kong, December 2-6, 1991. More than 80 papers were published in the conference proceedings issued by AC1 as SP-128. As a follow-up of the very successful Hong Kong conference, AC1 Board of Direction approved a second international conference for 1994. The theme of the conference was High-Performance concrete and the con- ference was held in Singapore. More than 80 papers from 20 countries were received and reviewed in accordance with the policies of the American Concrete Institute, and 45 were accepted for publication as SP-149. In addition, a number of papers were selected for presentation, and for publication as supplemental papers. To all those whose submissions could not be included in the conference program, the Institute and the Confer- ence Organizing Committee extend their appreciation for their interest and hard work. Thanks are extended to the members of the review panel who met in Las Vegas, December 13-15 to review the submissions. Without their prompt review and constructive comments, it would not have been possible to publish AC1 SP-149 for distribution at the conference. The cooperation of the authors in accepting reviewers suggestions and revising their manuscripts accordingly is greatly appreciated. The help and assistance of William R. Tolley and his staff for per- forming the administration duties associated with this conference are grate- fully acknowledged. Particular thanks are extended to Barbara Cheyne for her devotion to the conference work and for performing tasks sometimes well beyond the call of duty. V. Mohan Malhotra, Chairman AC1 International Conference on High-Performance Concrete Editor SP-149 November 1994 iii COPYRIGHT ACI International (American Concrete Institute) Licensed by Information Handling Services COPYRIGHT ACI International (American Concrete Institute) Licensed by Information Handling Services 本文件原文页数较多，文件体积较大，无法上传。 如有需要请发站内信或e m a i l ：l i u y x 866163.c o m 联系人：草庐一苇：w w w .d o c i n .c o m /l i u y x 866 A C 1 SP-149 94 I 0662949 0518920 526 I AC1 International Conference on High Performance Concrete CONFERENCE STEERING COMMITTEE Executive Steering Committee r V. Mohan Malhotra William R. Tolley Chairman Secretary H.S. Lew James R. Libby Ignacio Martin Stewart C. Watson Paul Zia Members Antonio A. Abola Bijan Ahmadi Seema A l i m Mike Anson Michael Brice M. Nasser Darwish Magdi M.A. Khalifa Yoshiro Koh F.K. Kong Liew Mun Leong Ekasit Limsuwan Chao Ying Lin Usama R. Madi Lau Joo Ming Asher Muller Marina Munro P. Paramasivam EDITORIAL COMMIITEE Paul Klieger Joseph F. b o n d H.S. Lew V.M. Malhotra Bryant Mather George C. Hoff John M. Scanlon, Jr. Paul 2. Zia William R. Tolley R.N. Raikar Walter G.J. Ryan Moo-Sung Shin D. Srinivasan Cham Tim Tam Liang-Chia Tan Shin, Sung-Woo Zhou Zhaotong iv COPYRIGHT ACI International (American Concrete Institute) Licensed by Information Handling Services COPYRIGHT ACI International (American Concrete Institute) Licensed by Information Handling Services 本文件原文页数较多，文件体积较大，无法上传。 如有需要请发站内信或e m a i l ：l i u y x 866163.c o m 联系人：草庐一苇：w w w .d o c i n .c o m /l i u y x 866 A C 1 SP-I149 94 Obb2949 0538923 4b2 CONTENTS ! . PREFACE III THE UNITED STATES GOVERNMENT'S ROLE IN HIGH-PERFORMANCE MATERIALS FOR INFRASTRUCTURE by TJ. Pasko, Jr. and GJ. Frohnsdorff . 1 EFFECTS OF PHYSICAL AND CHEMICAL TREATMENTS OF SILICA FUME ON THE STRENGTH AND MICROSTRUCTURES OF MORTAR by S . Nagataki, 1. Otsuki, and M. Hisada . 21 PRODUCTION OF HIGH-STRENGTH CONCRETE FOR THE HIBERNIA OFFSHORE CONCRETE PLATFORM by G.C. Hoff, R. Walum, R. Elimov, and H.R. Woodheod . 37 CONCRETE TECHNOLOGY, THE KEY TO CURRENT CONCRETE PLATFORM CONCEPTS byA.K. Haug . 63 MODIFIED NORMAL DENSITY (MND) CONCRETE FOR THE TROLL GBS PLATFORM by M. Sandvik, T. Hovda, and S . Smeplass . 81 INFLUENCE OF SILICA FUME AND POLYMER DISPERSIONS IN HIGH-PERFORMANCE CONCRETE ON THE RESISTANCE TO AGGRESSIVE CHEMICALS by U. Wiens, C . Alfes, and P. Schiessl . 103 SULFATE RESISTANCE AND CHLORIDE PENETRATION CHARACTERISTICS by WA. Al-Khaja, W.A. Rasheedunafar, M.H. Al-Sayed, and A.A. Al-Khoder 123 OF HIGH-STRENGTH CONCRETE HIGH-PERFORMANCE CONCRETE USING BLENDED AND TRIPLE BLENDED BINDERS by P . Fidiestal and J. Frearson . 135 ENGINEERING PROPERTIES OF HIGH-PERFORMANCE CONCRETES CONTAINING BLAST FURNACE SLAG UNDER 'IN SITU' MOISTURE AND TEMPERATURE CONDITIONS by S.L. Mak and A. Lu 159 V COPYRIGHT ACI International (American Concrete Institute) Licensed by Information Handling Services COPYRIGHT ACI International (American Concrete Institute) Licensed by Information Handling Services 本文件原文页数较多，文件体积较大，无法上传。 如有需要请发站内信或e m a i l ：l i u y x 866163.c o m 联系人：草庐一苇：w w w .d o c i n .c o m /l i u y x 866 A C 1 SP-149 94 = 0662949 0518922 3T7 = HIGH-PERFORMANCE CONCRETE INCORPORATING LARGE VOLUMES OF ASTM CLASS F FLY ASH by A. Bilodeau and V.M. Malhotra . 177 HIGH-STRENGTH RC BEAM-COLUMN JOINTS UNDER LARGE REVERSAL LOADS by D. Galeota, M.M. Giammatteo, and R. Marino 195 r BEHAVIOR OF THE COMPRESSED ZONE OF REINFORCED AND PRESTRESSED HIGH-STRENGTH CONCRETE BEAMS by H. Manalip, M. Pinglot, and M. lorrain 209 by M. Imam, L. Vandewalle, and F. Mortelmans . 227 SHEAR CAPACITY OF STEEL FIBER HIGH-STRENGTH CONCRETE BEAMS HIGH-PERFORMANCE CONCRETE: LOW-HEAT AND HIGH-STRENGTH by K. Sakai and H. Watanabe 243 PROPERTIES OF HIGH-STRENGTH CONCRETE SUBJECTED TO UNIAXIAL LOADING by N. Han and J.C. Wolraven 269 A METHOD OF REPAIRING CONCRETE SLABS USING HIGH-PERFORMANCE CONCRETE by N. Maruyama, M. Yurugi, H. Konishi, and Y. Murahashi 289 SHEAR FRICTION IN HIGH-STRENGTH CONCRETE by J. Walraven and J. Stroband 311 THE DUCTILE BEHAVIOR OF BEAM-COLUMN JOINTS WITH HIGH- AND LOW-STRENGTH CONCRETE by S.W. Shin, J.M. Ahn, K.S. Lee, S.H. Lee, and S.K. Ghosh 331 DEVELOPMENT AND PRODUCTION OF HIGH-PERFORMANCE CONCRETE by M.R. Hansen, M.L. Leming, P. Zia, and S.H. Ahmad 347 HIGH-PERFORMANCE AUSTRALIAN CONCRETES FOR MARINE APPLICATIONS by D. Baweja, V. Sirivivatnanon, W. Gross, and G. Laurie . 3153 HIGH-PERFORMANCE CONCRETE COLUMNS by N.A. Lloyd and B.V. Rangan . 379 HIGH-STRENGTH CONCRETE COLUMNS WITH LONGITUDINAL REINFORCEMENT OF MIXED STEEL GRADES by H. Tanaka, Y. Sato, R. Park, and N. Koni 391 vi COPYRIGHT ACI International (American Concrete Institute) Licensed by Information Handling Services COPYRIGHT ACI International (American Concrete Institute) Licensed by Information Handling Services 本文件原文页数较多，文件体积较大，无法上传。 如有需要请发站内信或e m a i l ：l i u y x 866163.c o m 联系人：草庐一苇：w w w .d o c i n .c o m /l i u y x 866 A C 1 SP-149 94 9 Obb2949 0538923 235 = SINGLE-SPAN, CONTINUOUS, AND SLENDER DEEP BEAMS MADE OF HIGH-STRENGTH CONCRETE by F.K. Kong, S. Teng, P.P. Maimba, K.H. Tan, and L.W. Guan . 413 EFFECT OF AXIAL LOAD RATIO AND STIRRUPS VOLUME RATIO ON DUCTILITY by Q. Wang, G. Zhao, and L. Lin . 433 OF HIGH-STRENGTH CONCRETE COLUMNS ROLES OF SILICA FUME, SLAG, AND FLY ASH IN THE DEVELOPMENT OF HIGH-PERFORMANCE CONCRETE MICROSTRUCTURE by S.L. Sarkar . 449 MECHANICAL AND DURABILITY-RELATED PROPERTIES OF HIGH-STRENGTH CONCRETE CONTAINING SILICA FUME by K. Torii and M. Kawamura 461 MOISTURE-INDUCED VOLUME CHANGES IN HIGH-STRENGTH CONCRETE by R. Sri Ravindrarajah, C.M. Mercer, and J. Toth . 475 FRACTURE MECHANICS PARAMETERS INFLUENCING THE MECHANICAL by K.M. Lee and O. Buyukozturk 491 PROPERTIES OF HIGH-PERFORMANCE CONCRETE DEVELOPMENT LENGTH FOR STRAIGHT DEFORMED BARS IN by F.A. Al-Jahdali, F.F. Wafa, and S.A. Shihata . 507 HIGH-STRENGTH CONCRETE SHEAR BEHAVIOR OF FIBER-REINFORCED HPC DEEP BEAMS by I.K. Fang and J.Y. Wu 523 FREEZING AND THAWING: COMPARISON BETWEEN NON-AIR-ENTRAINED AND AIR-ENTRAINED HIGH-STRENGTH CONCRETE by Y. Li, B.W. Langan, and M.A. Ward 545 EFFECTS OF SILICA FUME ON CREEP AND SHRINKAGE OF STEEL by J.C. Chern and C.Y. Chang 561 FIBER-REINFORCED CONCRETE ROLE OF EXPANSIVE ADMIXTURES IN HIGH-PERFORMANCE CONCRETE by C. Enyi and L. Huizhen 575 EFFECTS OF TESTING VARIABLES ON THE STRENGTH OF HIGH-STRENGTH (90 MPa) CONCRETE CYLINDERS by N.J. Carino, W.F. Guthrie, ES. Lagergren, and G.M. Mullings . 589 COPYRIGHT ACI International (American Concrete Institute) Licensed by Information Handling Services COPYRIGHT ACI International (American Concrete Institute) Licensed by Information Handling Services 本文件原文页数较多，文件体积较大，无法上传。 如有需要请发站内信或e m a i l ：l i u y x 866163.c o m 联系人：草庐一苇：w w w .d o c i n .c o m /l i u y x 866 A C 1 SP-L49 94 0662949 0538924 171 = 1 CONTROLLING THE CONSISTENCY OF HIGH-PERFORMANCE CONCRETE BY MIXING TORQUE IN THE READY-MIXED CONCRETE PLANT by N. Nishiyama 633 by C.T. Tarn, Y.H. Loo, and K.F. Choong . ó49 ADIABATIC TEMPERATURE RISE IN CONCRETE WITH AND WITHOUT GGBFS r THE DRY-MIWSTEAM-INJECTION METHOD FOR PRODUCING HIGH-STRENGTH CONCRETE IN ONE DAY by T.D. Lin . 665 EFFECT OF CONCRETE STRENGTH ON BOND BEHAVIOR UNDER IMPACT LOADING by C. Yan and S. Mindess 679 INFLUENCE OF AGGREGATE PROPERTIES ON FRACTURE ENERGY by S . Nakarnura, Y. Kitsutaka, and K. Karnirnura 701 OF HIGH-STRENGTH CONCRETE EVALUATION OF AGGREGATE PROPERTIES ON TENSION SOFTENING BEHAVIOR by Y. Kitsutaka, K. Kamimura, and S. Nakamura 711 OF HIGH-STRENGTH CONCRETE EFFECTIVENESS OF SUPPLEMENTARY CEMENTING MATERIALS IN REDUCING by B. Fournier and V.M. Malhotro . 729 EXPANSION DUE TO ALKALI-AGGREGATE REACTION IN HIGH-PERFORMANCE CONCRETE STRENGTHENING MECHANISMS OF HIGH-PERFORMANCE CONCRETE by W. Jiang and D.M. Roy 753 HIGH-STRENGTH CONCRETE FOR HIGH-RISE TOWERS by C.T. Thornton, H. Mohamod, U. Hungspruke, and L. Joseph 769 OBSERVATIONS ON THE FATIGUE BEHAVIOR OF HIGH- STRENGTH LIGHTWEIGHT CONCRETE by G.C. Hoff 78.5 LESSONS LEARNED FROM FIELD TRIALS WITH HIGH-PERFORMANCE CONCRETE by JJ. Schemmel, M.L. Lerning, and M.R. Hansen 823 SI (Metric) TABLES . 839 INDEX 841 viii COPYRIGHT ACI International (American Concrete Institute) Licensed by Information Handling Services COPYRIGHT ACI International (American Concrete Institute) Licensed by Information Handling Services 本文件原文页数较多，文件体积较大，无法上传。 如有需要请发站内信或e m a i l ：l i u y x 866163.c o m 联系人：草庐一苇：w w w .d o c i n .c o m /l i u y x 866 A C 1 SP-149 94 Ob62949 0518925 008 F SP 149-1 The United States Government's Role in High-Performance Materials for Infrastructure by TJ. Pasko, Jr., and GJ. Frohnsdorff Svnoosi s : Sixteen agencies of the United States Federal Government have developed an interagency proposal for promoting the use of high performance concrete and other materials for use i n the Nation's Infrastructure. They are working jointly with the Civil Engineering Research Foundation (CERF) t o enlist private sector support for sponsoring a research and development program aimed at getting the materials into use. CERF i s drawing upon the technical community, such as that i n AC1 t o define the various research needs and studies which w i l l lead t o materials acceptance. Materials other than concrete are addressed i n other parts of the total program. Workshops were held i n the spring and f a l l of 1993 t o develop schedules and priorities. A tentative cost for the concrete program i s approximately $200 million over 10 years, which includes some technology transfer and which would be expected t o be matched by some private sector funding. Kewords: Civil Engineering Research Foundation; hinh-performance concretes; hioh-strenoth concretes; infrastructure; United States Government 1 COPYRIGHT ACI International (American Concrete Institute) Licensed by Information Handling Services COPYRIGHT ACI International (American Concrete Institute) Licensed by Information Handling Services 本文件原文页数较多，文件体积较大，无法上传。 如有需要请发站内信或e m a i l ：l i u