ACI-SP-189-1999.pdf
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1、STD-AC1 SP-LBY-ENGL 1999 8 Obb2947 0553330 2LiL I I iighHPerformance Concrete S P . 189 E l iternational Research to Practice Copyright American Concrete Institute Provided by IHS under license with ACI Licensee=Aramco HQ/9980755100 Not for Resale, 03/18/2007 07:46:47 MDTNo reproduction or networkin
2、g permitted without license from IHS -,-,- High-Performance Concrete: Research to Practice international SP- 189 Copyright American Concrete Institute Provided by IHS under license with ACI Licensee=Aramco HQ/9980755100 Not for Resale, 03/18/2007 07:46:47 MDTNo reproduction or networking permitted w
3、ithout license from IHS -,-,- STD=ACI SP-187-ENGL 1999 DbbZY49 0551332 014 DISCUSSION of individual papers in this symposium may be submitted in accor- dance with general requirements of the AC1 Publication Policy to AC1 headquarters at the address given below. Closing date for submission of discuss
4、ion is July 1, 2000. All discussion approved along with closing remarks by the authors will be published in the NovemberDecember 2000 issue of either AC1 Structu ral Journal or AC1 Materials Journal depending on the subject emphasis of the individual Paper- The Institute is not responsible for the s
5、tatements or opinions expressed in its publications. Institute publications are not able to, nor intended to, supplant indi- vidual training, responsibility, or judgment of the user, or the supplier, of the information presented. The papers in this volume have been reviewed under Institute publicati
6、on proce- dures by individuals expert in the subject areas of the papers. Copyright O 1999 AMERICAN CONCRETE INSTITUTE P.O. Box 9094 Farmington Hills, Michigan 48333-9094 All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any p
7、hoto 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 Ameri
8、ca Editorial production: Jane D. Carroll Library of Congress catalog card number: 99-06807 1 Copyright American Concrete Institute Provided by IHS under license with ACI Licensee=Aramco HQ/9980755100 Not for Resale, 03/18/2007 07:46:47 MDTNo reproduction or networking permitted without license from
9、IHS -,-,- STDDACI SP-LB7-ENGL 1997 W Obb27Li9 0553333 T50 PREFACE The theme of the American Concrete Institute Spring Convention held in Chicago, Ill., March 14-19, 1999, was High-Performance Concrete (HPC). Thirty-nine technical sessions were held at the convention. Twenty-one sessions were identif
10、ied as theme sessions. The organizers of each theme session were invited to have their speakers contribute papers to an AC1 Special Publication on High-Performance Concrete. Selection, review, and approval of each paper was handled by the organizer of the corresponding technical session. Coordinatio
11、n of the special publication was provided by the TAC subcommittee on High- Performance Concrete. A total of 25 papers are included in this publication. The general topics include HPC bridges, HPC structurai lightweight concrete, material science of HPC, and structural safety of HPC. The papers on ea
12、ch topic are grouped according to the organizing committee. Thanks are due to the authors of the papers, the organizers for each committee-H. M. Abdou, D. A. Lange, H. H. Nassif, M. L. Ralls, and J. P. Ries-and to the many reviewers of the papers. H. G. Russell Chairman TAC Subcommittee on High-Perf
13、ormance Concrete iii Copyright American Concrete Institute Provided by IHS under license with ACI Licensee=Aramco HQ/9980755100 Not for Resale, 03/18/2007 07:46:47 MDTNo reproduction or networking permitted without license from IHS -,-,- STDeACI SP-LB9-ENGL 3999 Obb2949 0553334 997 CONTENTS CHAPTER
14、1-DESIGN AND CONSTRUCTION ISSUES OF HIGH- PERFORMANCE CONCRETE BRIDGES -Presented by Committee 343, Concrete Bridge Design (Joint ACI-ASCE, and THPC), AASHTO HPC Lead State Team and THPC HIGH-PERFORMANCE CONCRETE LEAD STATE TEAM ACTIVITIES: OVERVIEW by M. W. Beacharn . 1 STRUCTURAL DESIGN OF HIGH-PE
15、RFORMANCE CONCRETE BRIDGES by M. K. Tadros, X. Huo, Z. (John) Ma, and M. Baishya . 9 MIXTURE PROPORTIONING FOR HIGH-STRENGTH HIGH-PERFORMANCE CON- CRETE BRIDGE BEAMS by J. J. Myers and R. L. Carrasquillo . 37 PLACING, CONSOLIDATING, AND CURING OF HIGH-PERFORMANCE CONCRETE IN BRIDGES by C. Ozyildirim
16、 . 57 BEHAVIOR OF HIGH-STRENGTH HIGH-PERFORMANCE CONCRETE BRIDGE GIRDERS by J. F. Santon, P. Barr, and M. O. Eberhard 71 TEXAS HIGH-PERFORMANCE CONCRETE BRIDGE DECKS M. L. Ralls 93 CHAPTER %HIGH-PERFORMANCE STRUCTURAL LIGHTWEIGHT CONCRETE -Presented by Committee 213, Lightweight Aggregate and Concre
17、te EVALUATION OF LIGHTWEIGHT CONCRETE PERFORMANCE M 55 TO 80 YEAR-OLD SHIPS by R. D. Sturm, N. McAskill, R. G. Burg, and D. R. Morgan . 101 LOW-DENSITY HIGH-PERFORMANCE CONCRETE by J. F. Speck and R. G. Burg 12 i V Copyright American Concrete Institute Provided by IHS under license with ACI Licensee
18、=Aramco HQ/9980755100 Not for Resale, 03/18/2007 07:46:47 MDTNo reproduction or networking permitted without license from IHS -,-,- RELATIONSHIP BETWEEN NONEVAPORABLE WATER CONTENT AND HARDENED PROPERTIES OF HIGH-PERFORMANCE MIXTURES by R. C. A. Pinto, S. V. Hobbs, and K. C. Hover 351 CHAPTER GAPPLI
19、CATION OF HIGH-PERFORMANCE CONCRETE IN TRANSPORTATION STRUCTURES -Presented by Committees 343, Concrete Bridge Design (Joint ACI-ASCE) and 345, Concrete Bridge Construction, Maintenance, and Repair IMPACT OF SHRINKAGE REDUCING ADMIXTURE ON PROPERTIES AND PERFORMANCE OF BRIDGE DECK CONCRETE by J. J.
20、Schemmel, J. C. Ray, and M. L. Kuss . 367 FACTORS INFLUENCING DURABILITY AND EARLY-AGE CRACKING IN HIGH- STRENGTH CONCRETE STRUCTURES by W. J. Weiss, W. Yang, and S. P. Shah 387 SHEAR STRENGTH OF HIGH-STRENGTH CONCRETE-AC1 3 18-95 VERSUS SHEAR FRICTION by R. E. Loov and L. Peng . 411 CHAPTER CTRUCTU
21、RAL SAFETY ASSESSMENT OF HIGH- PERFORMANCE CONCRETE -Presented by Committee 348, Structural Safety MODELING UNCERTAINTIES IN HIGH-STRENGTH CONCRETE COLUMNS ACCORDING TO RELIABILITY-BASED DESIGN PHILOSOPHY by S. M. C. Dink and D. M. Frangopol . 43 1 STRENGTH OF HIGH-PERFORMANCE CONCRETE M COLUMNS-FAC
22、TORS AND EFFECT OF PLACING METHOD by J. R. Casas, R. Gemi, L. Agull, and B. Toralles-Carbonari 45 1 VI I Copyright American Concrete Institute Provided by IHS under license with ACI Licensee=Aramco HQ/9980755100 Not for Resale, 03/18/2007 07:46:47 MDTNo reproduction or networking permitted without l
23、icense from IHS -,-,- STD-AC1 SP-LAY-ENGL 1777 Obb29Li7 0551337 blb = Chapter 1 Design and Construction Issues of High-Performance Concrete Bridges Copyright American Concrete Institute Provided by IHS under license with ACI Licensee=Aramco HQ/9980755100 Not for Resale, 03/18/2007 07:46:47 MDTNo rep
24、roduction or networking permitted without license from IHS -,-,- STD.ACI SP-389-ENGL 1799 6 Obb29Li 0553338 532 m SP 189-1 I High=Performance Concrete lead State Team Act vit es: Overview by M. W. Beacham SvnoDsis: The AASHTO “Task Force on Strategic Highway Research Program (SHRP) Implementation ”
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- ACI SP 189 1999
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