Engineering Research
Materials Science
Engineering Series
Books by Keyword: Self-Compacting Concrete
Books
This book, a review of the latest trends in the development, properties research, and production of green concrete, contains articles published by Trans Tech Publications Ltd. in the last few years. The edition will be helpful and interesting to a broad audience of specialists in the concrete production and construction industry.
The concept of the 22nd Concrete Days (CD 2015) allowed a rich programme of expert lectures and posters but also enough time for professional discussions, informal business negotiations and friendly meetings.
The Czech Concrete Society CSSI as the organizing body of the conference has done its best to ensure a convenient stay for 22 times. There were more than 310 participants at the conference this time.
The selected papers include recent results of scientific and engineering decisions in area of researching of properties and manufacturing technologies of modern concretes; modelling and design of structure elements from concrete and realization of significant construction projects.
The 87 papers are grouped as follows:
Chapter 1: High-Performance and Ultra-High Performance Concrete,
Chapter 2: Concrete Durability and Mechanical Properties,
Chapter 3: Fire Resistance,
Chapter 4: Concrete Sustainability, Recycling and Utilization,
Chapter 5: Mix Proportion Design and Hydration,
Chapter 6: Self-Compacting Concrete,
Chapter 7: Special Raw Materials, Concrete Composites and Additives,
Chapter 8: Structural Performance and Modeling, Chapter 9: Testing Methods, Evaluation and Quality
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 CPCI-S (WoS).