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Title
Strand corrosion in prestressed concrete structures / Lei Wang.
ISBN
9789819920549 (electronic bk.)
981992054X (electronic bk.)
9789819920532
9819920566
9789819920563
Published
Singapore : Springer, 2023.
Language
English
Description
1 online resource (xv, 253 pages) : illustrations (some color)
Item Number
10.1007/978-981-99-2054-9 doi
Call Number
TA440
Dewey Decimal Classification
624.1/83412
Summary
This is an open access book. This book focuses on the durability problems of existing prestressed concrete (PC) structures caused by strand corrosion, clarifies the mechanical behavior of corroded prestressing strands, corrosion-induced cracking, bond degradation, prestress loss and structural performance deterioration of PC structures, and proposes the corresponding prediction models. We hope that this text may be useful for those who work in the field of civil and construction engineering, as well as for those involved in the area of maintenance and management of prestressed concrete structures. Its aim is to provide the knowledge, tools, and methods to understand the deterioration phenomena of prestressed concrete structures. It is suitable for teachers and students majoring in civil engineering in universities, and researchers in the field of civil engineering. It is also suitable for practitioners of design institutes, construction units, supervising units and traffic management departments. This book is also applicable to anyone else who wants to understand the corrosion of strand. Enthusiasts of civil engineering are also a potential audience. At the same time, this book can also stimulate the interest of young scholars in interdisciplinary research.
Access Note
Open access.
Source of Description
Online resource; title from PDF title page (SpringerLink, viewed August 31, 2023).
Available in Other Form
Print version: 9789819920563
Introduction
Effect of corrosion on mechanical behaviors of prestressing strands
Corrosion-induced cracking of prestressed concrete
Effect of corrosion-induced crack on the bond between strand and concrete
Bond-slip model of corroded strand considering rotation effect
Prestress loss and transfer length prediction in pretensioned concrete structures with corrosive cracking
Secondary anchorage and prestress loss of fractured strand in PT beams
Flexural behaviors of corroded posttensioned concrete beams
Bearing capacity prediction of corroded PC beams incorporating grouting defects and bond degradation.
