ConcreteCreep: Difference between revisions
No edit summary |
|||
| (8 intermediate revisions by the same user not shown) | |||
| Line 6: | Line 6: | ||
The book can be ordered via http://www.springer.com/in/book/9789402411362. | The book can be ordered via http://www.springer.com/in/book/9789402411362. | ||
It is | It is available as an eBook and in a printed hardcover version. | ||
Bibliographic information: | |||
ISBN 978-94-024-1136-2 (printed), 978-94-024-1138-6 (online), DOI 10.1007/978-94-024-1138-6. | |||
Table of contents: | Table of contents: | ||
| Line 13: | Line 16: | ||
List of references: | List of references: | ||
[[File:Creep_references.pdf|thumbnail|references]] | [[File:Creep_references.pdf|thumbnail|references]] | ||
Errata: | |||
Corrections of misprints and errors will be published here. If you find any discrepancies in the book, please report them to Milan Jirásek via email (Milan.Jirasek@fsv.cvut.cz). | |||
Calibration and validation of creep and shrinkage models require '''comprehensive data sets''' covering sufficiently long loading and drying time periods. So far the largest collection of creep and shrinkage laboratory data and multi-decade structural observations has been compiled at Northwestern University. | Calibration and validation of creep and shrinkage models require '''comprehensive data sets''' covering sufficiently long loading and drying time periods. So far the largest collection of creep and shrinkage laboratory data and multi-decade structural observations has been compiled at Northwestern University. | ||
| Line 23: | Line 29: | ||
: [http://www.baunat.boku.ac.at/fileadmin/data/H03000/H87000/department/CD-Labor/BridgeDatabase_131127.xls download bridge deflection database] (version 2013-11-27) | : [http://www.baunat.boku.ac.at/fileadmin/data/H03000/H87000/department/CD-Labor/BridgeDatabase_131127.xls download bridge deflection database] (version 2013-11-27) | ||
Evaluation of | Evaluation of the compliance function, relaxation function and shrinkage strains based on advanced models can be facilitated by various '''tools''': | ||
* Model B3 [http://www.civil.northwestern.edu/people/bazant/model-b3-creep/Model-B3-Creep-Design-Aid.zip creep design aid program] for matlab | * Model B3 [http://www.civil.northwestern.edu/people/bazant/model-b3-creep/Model-B3-Creep-Design-Aid.zip creep design aid program] for matlab | ||
* [http://mech.fsv.cvut.cz/~stransky/en/intermech/modelB3/ simple interactive tool] by Jan Stránský (Czech Technical University in Prague, Czech Republic) | * Model B3 [http://mech.fsv.cvut.cz/~stransky/en/intermech/modelB3/ simple interactive tool] for web browsers by Jan Stránský (Czech Technical University in Prague, Czech Republic) | ||
Latest revision as of 18:31, 7 November 2019
This page provides various supplementary resources related to a book on concrete creep and shrinkage published by Springer in January 2018.
Zdeněk P. Bažant and Milan Jirásek: Creep and Hygrothermal Effects in Concrete Structures
The book can be ordered via http://www.springer.com/in/book/9789402411362. It is available as an eBook and in a printed hardcover version.
Bibliographic information: ISBN 978-94-024-1136-2 (printed), 978-94-024-1138-6 (online), DOI 10.1007/978-94-024-1138-6.
Table of contents: File:Creep contents final.pdf
List of references: File:Creep references.pdf
Errata: Corrections of misprints and errors will be published here. If you find any discrepancies in the book, please report them to Milan Jirásek via email (Milan.Jirasek@fsv.cvut.cz).
Calibration and validation of creep and shrinkage models require comprehensive data sets covering sufficiently long loading and drying time periods. So far the largest collection of creep and shrinkage laboratory data and multi-decade structural observations has been compiled at Northwestern University. It is freely available from the following sites:
- web site of Prof. Zdeněk P. Bažant at Northwestern University, Evanston, Illinois
- download creep and shrinkage database (version 2017-01-23)
- download bridge deflection database (version 2013-11-27)
- web site of Dr. Roman Wendner at the University of Natural Resources and Life Sciences, Vienna, Austria
- download creep and shrinkage database (version 2017-01-23)
- download bridge deflection database (version 2013-11-27)
Evaluation of the compliance function, relaxation function and shrinkage strains based on advanced models can be facilitated by various tools:
- Model B3 creep design aid program for matlab
- Model B3 simple interactive tool for web browsers by Jan Stránský (Czech Technical University in Prague, Czech Republic)