Evaluation And Repair Procedures For Precast Prestressed Concrete Girders With Longitudinal Cracking In The Web
Download Evaluation And Repair Procedures For Precast Prestressed Concrete Girders With Longitudinal Cracking In The Web full books in PDF, epub, and Kindle. Read online free Evaluation And Repair Procedures For Precast Prestressed Concrete Girders With Longitudinal Cracking In The Web ebook anywhere anytime directly on your device. Fast Download speed and no annoying ads. We cannot guarantee that every ebooks is available!
Author | : Maher K. Tadros |
Publisher | : Transportation Research Board |
Total Pages | : 76 |
Release | : 2010 |
Genre | : Technology & Engineering |
ISBN | : 0309118352 |
This report establishes a user's manual for the acceptance, repair, or rejection of precast/prestressed concrete girders with longitudinal web cracking. The report also proposes revisions to the AASHTO LRFD Bridge Design Specifications and provides recommendations to develop improved crack control reinforcement details for use in new girders. The material in this report will be of immediate interest to bridge engineers.
Author | : |
Publisher | : |
Total Pages | : 508 |
Release | : 2010 |
Genre | : Highway research |
ISBN | : |
Author | : National Cooperative Highway Research Program |
Publisher | : |
Total Pages | : 156 |
Release | : 2009 |
Genre | : Highway research |
ISBN | : |
Author | : Jörg Schlaich |
Publisher | : IABSE |
Total Pages | : 114 |
Release | : 1982 |
Genre | : Box girder bridges |
ISBN | : 3857480319 |
Author | : |
Publisher | : |
Total Pages | : 420 |
Release | : 1993 |
Genre | : Highway engineering |
ISBN | : |
Author | : American Welding Society |
Publisher | : |
Total Pages | : 98 |
Release | : 2018-06-20 |
Genre | : Reinforcing bars |
ISBN | : 9780871719539 |
This code covers the requirements for welding steel reinforcing bars in most reinforced concrete applications. It contains a body of rules for regulations of welding steel reinforcing bars and provides suitable acceptance criteria for such welds.
Author | : Richard A. Miller (Professional engineer) |
Publisher | : Transportation Research Board |
Total Pages | : 202 |
Release | : 2004 |
Genre | : Concrete beams |
ISBN | : 0309087937 |
Introduction and Research Approach -- Findings -- Interpretation, Appraisal, and Application -- Interpretation, Appraisal, and Application -- References -- Appendixes.
Author | : Norb Delatte |
Publisher | : Elsevier |
Total Pages | : 352 |
Release | : 2009-10-26 |
Genre | : Technology & Engineering |
ISBN | : 1845697030 |
Understanding and recognising failure mechanisms in concrete is a fundamental pre-requisite to determining the type of repair, or whether a repair is feasible. This title provides a review of concrete deterioration and damage, as well as looking at the problem of defects in concrete. It also discusses condition assessment and repair techniques.Part one discusses failure mechanisms in concrete and covers topics such as causes and mechanisms of deterioration in reinforced concrete, types of damage in concrete structures, types and causes of cracking and condition assessment of concrete structures. Part two reviews the repair of concrete structures with coverage of themes such as standards and guidelines for repairing concrete structures, methods of crack repair, repair materials, bonded concrete overlays, repairing and retrofitting concrete structures with fiber-reinforced polymers, patching deteriorated concrete structures and durability of repaired concrete.With its distinguished editor and international team of contributors, Failure and repair of concrete structures is a standard reference for civil engineers, architects and anyone working in the construction sector, as well as those concerned with ensuring the safety of concrete structures. - Provides a review of concrete deterioration and damage - Discusses condition assessment and repair techniques, standards and guidelines
Author | : Yeong-Bin Yang |
Publisher | : World Scientific |
Total Pages | : 565 |
Release | : 2004 |
Genre | : Science |
ISBN | : 9812388478 |
The commercial operation of the bullet train in 1964 in Japan marked the beginning of a new era for high-speed railways. Because of the huge amount of kinetic energy carried at high speeds, a train may interact significantly with the bridge and even resonate with it under certain circumstances. Equally important is the riding comfort of the train cars, which relates closely to the maneuverability of the train during its passage over the bridge at high speeds.This book is unique in that it is devoted entirely to the interaction between the supporting bridges and moving trains, the so-called vehicle-bridge interaction (VBI). Finite element procedures have been developed to treat interaction problems of various complexities, while the analytical solutions established for some typical problems are helpful for identifying the key parameters involved. Besides, some field tests were conducted to verify the theories established.This book provides an up-to-date coverage of research conducted on various aspects of the VBI problems. Using the series of VBI elements derived, the authors study a number of frontier problems, including the impact response of bridges with elastic bearings, the dynamic response of curved beam to moving centrifugal forces, the stability and derailment of trains moving over bridges shaken by earthquakes, the impact response of two trains crossing on a bridge, the steady-state response of trains moving over elevated bridges, and so on.
Author | : Christian Menn |
Publisher | : Birkhäuser |
Total Pages | : 546 |
Release | : 2012-12-06 |
Genre | : Technology & Engineering |
ISBN | : 3034891318 |
This book was written to make the material presented in my book, Stahlbetonbrucken, accessible to a larger number of engineers throughout the world. A work in English, the logical choice for this task, had been contemplated as Stahlbetonbrucken was still in its earliest stages of preparation. The early success of Stahlbetonbrucken provided significant impetus for the writing of Prestressed Concrete Bridges, which began soon after the publication of its predecessor. The present work is more than a mere translation of Stahlbetonbrucken. Errors in Stahlbetonbrucken that were detected after publication have been corrected. New material on the relation between cracking in concrete and corrosion of reinforce ment, prestressing with unbonded tendons, skew-girder bridges, and cable-stayed bridges has been added. Most importantly, however, the presentation of the material has been extensively reworked to improve clarity and consistency. Prestressed Concrete Bridges can thus be regarded as a thoroughly new and improved edition of its predecessor.