Short-Term and Long-Term Behaviour of Reinforced Self-Compacting Concrete Structures
Seiten
2014
Trans Tech Publications Ltd (Verlag)
978-3-03835-999-9 (ISBN)
Trans Tech Publications Ltd (Verlag)
978-3-03835-999-9 (ISBN)
Self-Compacting Concrete (SCC) refers to a 'highly flow-able, non-segregating concrete that can be spread into place, fill the form work, and encapsulate the reinforcement without the aid of any mechanical consolidation. In this study, cracking caused by external loads in reinforced SCC and FRSCC slabs is examined experimentally and analytically.
Volume is indexed by Thomson Reuters BCI (WoS).
Self-Compacting Concrete (SCC) refers to a 'highly flow-able,non-segregating concrete that can be spread into place, fill the formwork,and encapsulate the reinforcement without the aid of any mechanicalconsolidation. SCC is regarded as one of the most promising developments inconcrete technology due to significant advantages over Conventional Concrete(CC). In this study cracking caused by external loads in reinforced SCC andFRSCC slabs is examined experimentally and analytically. The mechanismsassociated with the flexural cracking due to the combined effects ofconstant sustained service loads and shrinkage are observed. One of theprimary objectives of this study is to develop analytical models thataccurately predict the hardened mechanical properties of SCC and FRSCC.Subsequently, these models have been successfully applied to simulatetime-dependent cracking of SCC and FRSCC one-way slabs.
Volume is indexed by Thomson Reuters BCI (WoS).
Self-Compacting Concrete (SCC) refers to a 'highly flow-able,non-segregating concrete that can be spread into place, fill the formwork,and encapsulate the reinforcement without the aid of any mechanicalconsolidation. SCC is regarded as one of the most promising developments inconcrete technology due to significant advantages over Conventional Concrete(CC). In this study cracking caused by external loads in reinforced SCC andFRSCC slabs is examined experimentally and analytically. The mechanismsassociated with the flexural cracking due to the combined effects ofconstant sustained service loads and shrinkage are observed. One of theprimary objectives of this study is to develop analytical models thataccurately predict the hardened mechanical properties of SCC and FRSCC.Subsequently, these models have been successfully applied to simulatetime-dependent cracking of SCC and FRSCC one-way slabs.
Abstract
1. Introduction
2. Literature Review
3. Hardened Concrete Properties
4. Time-Dependent Behaviour of Hardened Concrete
5. Experimental Program (Phase I) – Material Properties of SCC and FRSCC
6. Experimental Program (Phase II) – Short Term Flexural Cracking
7. Experimental Program (Phase III) – Long Term Flexural Cracking
8. Analytical Models for Instantaneous and Time-Dependent Flexural Cracking of SCC and FRSCC
9. Finite Element Modelling of Cracking Behaviour of the Conventional Steel Reinforced and Fibre Reinforced Selfcompacting Concrete Slabs
10. Summary and Conclusions
References
| Erscheint lt. Verlag | 1.8.2014 |
|---|---|
| Reihe/Serie | Materials Science Foundations |
| Zusatzinfo | Illustrations, unspecified |
| Verlagsort | Zurich |
| Sprache | englisch |
| Maße | 170 x 240 mm |
| Gewicht | 1120 g |
| Themenwelt | Technik ► Bauwesen |
| Technik ► Maschinenbau | |
| ISBN-10 | 3-03835-999-8 / 3038359998 |
| ISBN-13 | 978-3-03835-999-9 / 9783038359999 |
| Zustand | Neuware |
| Informationen gemäß Produktsicherheitsverordnung (GPSR) | |
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