Time-dependent behaviour of ultra high performance concrete (UHPC)
Research output: Contribution to book/Conference proceedings/Anthology/Report › Conference contribution › Contributed › peer-review
Contributors
Abstract
In Germany a comprehensive research program on UHPC is currently in progress covering a wide range of topics related to this material. This paper presents the available knowledge on the time-dependent behaviour of UHPC laying main emphasis on the summarized results of four related projects which are part of this research program. The experimental programs cover classical creep and shrinkage tests giving a comprehensive overview of load-dependent and load-independent strain development. With reference to serviceability and durability, the crack risk of UHPC due to restrained shrinkage deformations, e.g. measured in restrained ring tests or stress testing machines is investigated as well as measures to prevent concrete damage by an internal curing with super absorbent polymers (SAP).
Details
Original language | English |
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Title of host publication | 3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference |
Publisher | Precast Prestressed Concrete Institute |
ISBN (electronic) | 9780937040904 |
Publication status | Published - 2010 |
Peer-reviewed | Yes |
Publication series
Series | International fib Congress and Exhibition |
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Conference
Title | 3rd International fib Congress and Exhibition, Incorporating the PCI Annual Convention and Bridge Conference 2010 |
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Duration | 29 May - 2 June 2010 |
City | Washington |
Country | United States of America |
Keywords
ASJC Scopus subject areas
Keywords
- Cracking, Creep, Degree of hydration, Equivalent age, Internal curing, Shrinkage, Stresses due to restraint, UHPC