Ductility of reinforced concrete structures

Front Cover
FIB – International Federation for Structural Concrete
FIB - International Federation for Structural Concrete, May 1, 1998 - Technology & Engineering - 337 pages
 

Selected pages

Contents

CONTENTS
7
6
90
Allowable degree of moment redistribution
101
9
109
11
124
References
130
Appendix
137
Round robin analysis of available rotation capacity of
143
Experimental evaluation of rotation capacity of HPC beams
197
The influence of High Strength Concrete on ductility of
211
The influence of HSC on the rotation capacity of plastic
225
Ductility requirements for redistribution of moments
237
Evaluation of the rotation capacity in RC beams
247
Rotational behaviour of reinforced concrete corners
259
Contribution of concrete between cracks at inelastic steel
275
Tests on fixed end slabs and on continuous slabs over two spans
297

An equivalent steel index in the assessment of the
157
A new proposal for defining the ductility of concrete
171
Cyclic tests of grade B400 and B500 tempcore bars
183
Tests to investigate the influence of reinforcement parameters on
309
Copyright

Other editions - View all

Ductility of reinforced concrete structures
FIB – International Federation for Structural Concrete
Limited preview - 1998
Ductility of Reinforced Concrete Structures: Synthesis report from the Task ...

No preview available - 1998

Common terms and phrases

analysis assumed available rotation capacity bending Bigaj bond behaviour Bulletin d'Information Nº calculated capacity of plastic CEB Bulletin d'Information CEB-FIP Model Code characteristics compression zone concrete beams concrete compressive continuous beam copied or distributed Cosenza crack hinge cross-section curvature d'Information Nº 242 deformation capacity diagram distributed without prior document ductility classes Ductility of Reinforced effect Eligehausen equivalent steel Eurocode evaluation experimental Figure ft/fy high strength concrete increase influence Langer mechanical reinforcement ratio numerical parameters permission from fib plastic hinges plastic rotation capacity prestressed concrete prestressing steel prior permission rebars redistribution degree reinforced concrete members Reinforced Concrete Structures reinforcing steel required plastic rotation rotation rad shear cracks simulations slabs span statically indeterminate steel class steel ductility steel strain steel type stirrups strain hardening Stuttgart tensile strength tension stiffening test results ultimate strain Universität Stuttgart University of Karlsruhe values yield strength

About the author (1998)

The fib, Fédération internationale du béton, is a not-for-profit association formed by 42 national member groups and approximately 1000 corporate and individual members. The fib’s mission is to develop at an international level the study of scientific and practical matters capable of advancing the technical, economic, aesthetic and environmental performance of concrete construction. The knowledge developed and shared by the fib (fib Bulletins,fib events, fib workshops, fib courses, etc.) is entirely the result of the volunteer work provided by the fib members. The fib was formed in 1998 by the merger of the Euro-International Committee for Concrete (the CEB) and the International Federation for Pre-stressing (the FIP). These predecessor organizations existed independently since 1953 and 1952, respectively.

Bibliographic information

TitleDuctility of reinforced concrete structures
Volume 242 of CEB Bulletin
EditorFIB – International Federation for Structural Concrete
PublisherFIB - International Federation for Structural Concrete, 1998
ISBN2883940398, 9782883940390
Length337 pages
Subjects ›  › 

Technology & Engineering / Civil / General
  
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