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Plant fibers are a promising area but they are subjected to degradation in the alkaline environment and elevated temperatures during cement hydration. [3] [4] In international literature, FRCMs are also called textile-reinforced concrete (TRC), textile reinforced mortars (TRM), fabric-reinforced mortar (FRM), or inorganic matrix-grid composites ...
The mortar may be a simple slurry made of the same soil/clay mix without aggregate, spread or brushed very thinly between the blocks for bonding, or cement mortar may also be used for high strength, or when construction during freeze-thaw cycles causes stability issues. Hydraform blocks are shaped to be interlocking.
2 Code of practice for preparation and use of masonry mortar IS 2250 - 1981 (E) Cement Concrete; 1 Specification for coarse and fine aggregate. IS 383 - 1970 2 Specification for compressive strength, flexural strength IS 516 - 1959 3 Code of Practices for plain and reinforced concrete etc. IS 456 – 2000
Concrete has a very low coefficient of thermal expansion, and as it matures concrete shrinks. All concrete structures will crack to some extent, due to shrinkage and tension. Concrete which is subjected to long-duration forces is prone to creep. The density of concrete varies, but is around 2,400 kilograms per cubic metre (150 lb/cu ft). [1]
Unlike regular concrete, ECC has a tensile strain capacity in the range of 3–7%, [1] compared to 0.01% for ordinary portland cement (OPC) paste, mortar or concrete. ECC therefore acts more like a ductile metal material rather than a brittle glass material (as does OPC concrete), leading to a wide variety of applications.
The material consists of bidirectional orthogonal textiles made from knitted, woven or simply stitched rovings of high-strength fibres (e.g. carbon, glass, aramid, basalt, or PBO), embedded in inorganic matrices (most commonly cement-based mortars [1]). The textiles can also be made from natural fibres, e.g. hemp or flax. [2]
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