EARTHQUAKE IMPACT REDUCTION TECHNOLOGY OF FIBRE REINFORCED CONCRETE COMPOSITE MATERIAL TO SAVE LIFE LINE IN RURAL AREAS


Abstract eng:
This paper reports test results of 25 grossly under reinforced relatively large size simply supported tapered concrete beams subjected to flexural effects up to failure. The first set of 5 beams was nonfibrous. Twenty beams were divided into 4 sets containing steel fibres as additional reinforcement up to one-third, half, two-third and three-fourth the depth of the beam from the bottom, respectively. All sets of beams had variation in the tapered angle as 20, 40, 60, 80 and 100.The strength and stability parameters were measured. It is established that FRC tapered beams can be used economically in earthquake-prone areas.

Publisher:
Japan Concrete Institute, Tokyo
Conference Title:
Conference Title:
First International Conference on Concrete Sustainability
Conference Venue:
Tokyo (JP)
Conference Dates:
2013-05-27 / 2013-05-29
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.



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 Record created 2014-10-29, last modified 2014-11-18


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