Effects of Curing on Bridge-deck Concrete Shrinkage Cracking
Author: Ronald A. Lorini
Publisher:
Published: 1995
Total Pages: 30
ISBN-13:
DOWNLOAD EBOOKRead and Download eBook Full
Author: Ronald A. Lorini
Publisher:
Published: 1995
Total Pages: 30
ISBN-13:
DOWNLOAD EBOOKAuthor: H. G. Russell
Publisher: Transportation Research Board
Published: 2004
Total Pages: 188
ISBN-13: 0309070112
DOWNLOAD EBOOKAt head of title: National Cooperative Highway Research Program.
Author: Tada-aki Tanabe
Publisher: CRC Press
Published: 2008-09-01
Total Pages: 1552
ISBN-13: 0203882954
DOWNLOAD EBOOKCREEP, SHRINKAGE AND DURABILITY MECHANICS OF CONCRETE AND CONCRETE STRUCTURES contains the keynote lectures, technical reports and contributed papers presented at the Eighth International Conference on Creep, Shrinkage and Durability of Concrete and Concrete Structures (CONCREEP8, Ise-shima, Japan, 30 September - 2 October 2008). The topics covered
Author: Dejian Shen
Publisher: Springer Nature
Published:
Total Pages: 447
ISBN-13: 9819714958
DOWNLOAD EBOOKAuthor: Dejian Shen
Publisher: Springer Nature
Published: 2023-07-10
Total Pages: 348
ISBN-13: 9811983984
DOWNLOAD EBOOKThis monograph is written based on the author's research on the assessment, control, and repair of cracking of early-age concrete in the recent decade. The technique of internal curing for increasing cracking resistance of early-age concrete is further developed through experimental and theoretical research. It establishes models for predicting the internal relative humidity and autogenous shrinkage of internally cured concrete at early age; reveals the variation law and mechanism of early-age tensile creep of internally cured concrete; and explores the variation law and mechanism of early-age cracking resistance of internally cured concrete under continuous restrained condition or uniaxial restrained condition. It is designed as a reference work for professionals or practitioners and a textbook for undergraduates or postgraduates. As such, this book provides valuable knowledge, useful methods, and practical experience that can be considered in the field of concrete cracking control.
Author: David Whiting
Publisher: Transportation Research Board
Published: 1998
Total Pages: 124
ISBN-13: 9780309062701
DOWNLOAD EBOOKAuthor: Tony R. Schmitt
Publisher:
Published: 1995
Total Pages: 174
ISBN-13:
DOWNLOAD EBOOKThe causes of cracking in bridge decks are investigated and procedures are recommended to alleviate the problem. Forty continuous steel girder bridges, thirty-seven composite and three noncomposite bridges are evaluated. Field surveys conducted to document cracking patterns and to determine the crack density of each bridge are described. Information collected from construction documents, field books, and weather data logs is presented and compared to the observed levels of cracking to identify correlations between cracking and the variables studied. Thirty-one variables are considered such as material properties, site conditions, construction procedures, design specifications, age of bridge and traffic volume. Based on the research reported herein, cracking in monolithic bridge decks increases with increasing values of concrete slump, percent volume of water and cement, water content, and compressive strength, and decreasing values of air content (especially below 6.0%). Bridge deck overlays placed with zero slump concrete consistently exhibit high levels of cracking. Cracking in overlays also increases as placement lengths increase. High maximum air temperatures and large changes in air temperature on the day of casting aggravate cracking in monolithic bridge decks. High average air temperatures and large changes in air temperature similarly aggravate cracking in bridge deck overlays. Both monolithic and two layer bridges with fixed-ended girders exhibit increased cracking near the abutments compared to those with pin-ended girders.
Author: E. Pennells
Publisher: CRC Press
Published: 2003-09-02
Total Pages: 171
ISBN-13: 0203221818
DOWNLOAD EBOOKThis book gives bridge engineers clear guidance on design and includes 88 data sheets of design information, charts and check lists.
Author: R. Springenschmid
Publisher: CRC Press
Published: 1994-10-13
Total Pages: 500
ISBN-13: 9780419187103
DOWNLOAD EBOOKRestraint and intrinsic stresses in concrete at early ages are vitally important for concrete structures which must remain free of water-permeable cracks, such as water-retaining structures, tunnel linings, locks and dams. The development of hydration heat, stiffness and strength, also the degree of restraint and, especially for high-strength concrete, non-thermal effects, are decisive for sensitivity to cracking. Determining thses stresses in the laboratory and in construction components has led to a clearer understanding of how they develop and how to optimize mix design, temperature and curing conditions. New testing equipment has enabled the effects of all the important parameters to be qualified and more reliable models for predictiong restraint stresses to be developed. Thermal Cracking in Conrete at Early Ages contains 56 contributions by leading international specialists presented at the RILEM Symposium held in October 1994 at the Technical University of Munich. It will be valuable for construction and site engineers, concrete technologists and scientists.
Author: Nigel Powers
Publisher: CRC Press
Published: 2018-07-04
Total Pages: 550
ISBN-13: 1351745972
DOWNLOAD EBOOKMaintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges contains lectures and papers presented at the Ninth International Conference on Bridge Maintenance, Safety and Management (IABMAS 2018), held in Melbourne, Australia, 9-13 July 2018. This volume consists of a book of extended abstracts and a USB card containing the full papers of 393 contributions presented at IABMAS 2018, including the T.Y. Lin Lecture, 10 Keynote Lectures, and 382 technical papers from 40 countries. The contributions presented at IABMAS 2018 deal with the state of the art as well as emerging concepts and innovative applications related to the main aspects of bridge maintenance, safety, risk, management and life-cycle performance. Major topics include: new design methods, bridge codes, heavy vehicle and load models, bridge management systems, prediction of future traffic models, service life prediction, residual service life, sustainability and life-cycle assessments, maintenance strategies, bridge diagnostics, health monitoring, non-destructive testing, field testing, safety and serviceability, assessment and evaluation, damage identification, deterioration modelling, repair and retrofitting strategies, bridge reliability, fatigue and corrosion, extreme loads, advanced experimental simulations, and advanced computer simulations, among others. This volume provides both an up-to-date overview of the field of bridge engineering and significant contributions to the process of more rational decision-making on bridge maintenance, safety, risk, management and life-cycle performance of bridges for the purpose of enhancing the welfare of society. The Editors hope that these Proceedings will serve as a valuable reference to all concerned with bridge structure and infrastructure systems, including students, researchers and engineers from all areas of bridge engineering.