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Title: ppt on comparison between normal concrete high performance concrete
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Conventional concretes are almost un-bendable and have a strain capacity of only 0.1 percent making them highly brittle and rigid. This lack of bendability is a major cause of failure under strain and has been a pushing factor in the development of an elegant material namely, Engineered Cementitious Composites abbreviated as ECC. This material is capable to exhibit considerably enhanced flexibility. An ECC has a strain capacity of more than 3 percent and thus acts more like a ductile metal rather than like a brittle glass. A bendable concrete i ....etc

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Concrete Technology

Types Of Reinforced Concrete
Fibers are utilized in cement to manage the cracking characteristics and reduce permeability. The surrounding concrete protects the steel used for reinforcement. Glass fiber reinforced concrete is used for architectural products and steel fibers are mostly used for paving and inside tunnels.
Concrete: Basic and Advanced Engineering Information
Concrete is a basic building block of our everyday world. It's used in almost every type of structure that we build today. This engineering guide to ....etc

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INTRODUCTION
Nanotechnology is one of the most active areas of research, which is widely used in almost all areas.
The most suitable materials as concrete in the construction industry, it must improve its quality.
Improvement of properties of concrete by adding nanoparticles showed significant improvement compared to conventional concrete.
Why nanotechnology for concrete?
Improves 3D svojstvathe material.
Ability to control or manipulate materials at the atomic level. Nano-scale ATTACK on the ASR (alkali metal silicate reaction)
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Title: the analysis of microcracking in concrete
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Posted By: jasdeepk
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This seminar deals with the techniques of characterization of cracks and micro cracks in concrete and mortars. It gives an overall view of the methods of observation in relation with image analysis. Image analysis is a useful tool to extract crack patterns from samples of concrete, since many fields are necessary to be studied at high magnifications. An analysis of the procedures and of the provided 2-D data is proposed. The parameters of damage characterization are listed and discussed. Improvements and ways of research are suggested, mainly t ....etc

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