Structural Behavior of RAC

Barai, Sudhir Kumar

Please use this identifier to cite or link to this item: http://dspace.bits-pilani.ac.in:8080/jspui/xmlui/handle/123456789/3679

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DC Field	Value	Language
dc.contributor.author	Barai, Sudhir Kumar	-
dc.date.accessioned	2021-11-27T04:15:33Z	-
dc.date.available	2021-11-27T04:15:33Z	-
dc.date.issued	2018-06-17	-
dc.identifier.uri	https://link.springer.com/chapter/10.1007/978-981-10-6686-3_7	-
dc.identifier.uri	http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3679	-
dc.description.abstract	The structural performance of recycled aggregate concrete (RAC) made with different proportions of recycled coarse aggregate under various types of loads are presented. A detailed investigation carried out on the behavior of RAC under low-velocity impact load is discussed. The behavior of the RAC beams is discussed in terms of acceleration, strains, and support reaction histories under impact load. It is found that for a given impact energy (the energy imparted by the hammer per blow) the reactions and strains of RAC with 50% and 100% RCA are significantly lower and higher, respectively, than those of normal concrete and RAC with 25% RCA. The investigations carriedout by different researchers on the behavior of reinforced concrete beams made with RAC under flexure and shear are also explained. Further, the performance of reinforced concrete columns prepared with recycled aggregate concrete under axial load is described.	en_US
dc.language.iso	en	en_US
dc.publisher	Springer	en_US
dc.subject	Civil Engineering	en_US
dc.subject	Impact load	en_US
dc.subject	Acceleration	en_US
dc.subject	Support reaction	en_US
dc.subject	Splitting cracks	en_US
dc.subject	Failure surface	en_US
dc.title	Structural Behavior of RAC	en_US
dc.type	Article	en_US
Appears in Collections:	Department of Civil Engineering

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