1 / 286
文档名称:

Concrete Fracture Models and Applications.pdf

格式:pdf   页数:286
下载后只包含 1 个 PDF 格式的文档,没有任何的图纸或源代码,查看文件列表

如果您已付费下载过本站文档,您可以点这里二次下载

Concrete Fracture Models and Applications.pdf

上传人:monkey_houxy 2012/5/31 文件大小:0 KB

下载得到文件列表

Concrete Fracture Models and Applications.pdf

文档介绍

文档介绍:Concrete Fracture Models and Applications
Shailendra Kumar · Sudhirkumar V. Barai
Concrete Fracture Models
and Applications
123
Asst. Professor Shailendra Kumar Prof. Sudhirkumar V. Barai
National Institute of Technology Indian Institute of Technology
Civil Engineering Department Civil Engineering Department
Jamshedpur Kharagpur
India India
******@ ******@..in
ISBN 978-3-642-16763-8 e-ISBN 978-3-642-16764-5
DOI -3-642-16764-5
Springer Heidelberg Dordrecht London New York
© Springer-Verlag Berlin Heidelberg 2011
This work is subject to copyright. All rights are reserved, whether the whole or part of the material is
concerned, specifically the rights of translation, reprinting, reuse of illustrations, recitation, broadcasting
reproduction on microfilm or in any other way, and storage in data banks. Duplication of this publication
or parts thereof is permitted only under the provisions of the German Copyright Law of September 9,
1965, in its current version, and permission for use must always be obtained from Springer. Violations
are liable to prosecution under the German Copyright Law.
The use of general descriptive names, registered names, trademarks, etc. in this publication does not
imply, even in the absence of a specific statement, that such names are exempt from the relevant
protective laws and regulations and therefore free for general use.
Cover design: eStudio Calamar , Figueres/Berlin
Printed on acid-free paper
Springer is part of Springer Science+Business Media ()
Dedicated to All Those who Relentlessly
Endeavour to Unite a Fractured World
Foreword
Fracture mechanics as a discipline of mechanics goes back to the early years of the
20th century. It started with the description and explanation of the cracking behavior
and failure of glass which could not be explained by means of the strength of mate-
rials approach. The material to which the new theory was applied had to be elastic
an