Perfunctory performance of self-compacting concrete using recycled coarse aggregate with and without processing (Record no. 16122)

MARC details
000 -LEADER
fixed length control field a
003 - CONTROL NUMBER IDENTIFIER
control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20220131150728.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 220131b xxu||||| |||| 00| 0 eng d
040 ## - CATALOGING SOURCE
Original cataloging agency AIKTC-KRRC
Transcribing agency AIKTC-KRRC
100 ## - MAIN ENTRY--PERSONAL NAME
9 (RLIN) 15697
Author Srikanth, N.
245 ## - TITLE STATEMENT
Title Perfunctory performance of self-compacting concrete using recycled coarse aggregate with and without processing
250 ## - EDITION STATEMENT
Volume, Issue number Vol. 48, Issue 04
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Chennai
Name of publisher, distributor, etc. CSIR- Strctural Engineering research Centre
Year 2021
300 ## - PHYSICAL DESCRIPTION
Pagination 307-318p.
520 ## - SUMMARY, ETC.
Summary, etc. Usage of Recycled Coarse Aggregate (RCA) in construction industry is<br/>the need of the era to achieve sustainability. To improve the<br/>performance of RCA, adhered mortar is removed by different physical<br/>and chemical treatments. This study investigates the practice of<br/>processed RCA in Self-Compacting Concrete (RCASCC) for<br/>replacement levels (0%, 25%, 50%, 75% and 100%) by abrasion for 500<br/>and 1000 revolutions. The objective of the study is to optimize the<br/>number of revolutions and the replacement percentage of processed<br/>RCA in the mixes A and B. The study includes the mechanical<br/>parameters such as compression, split tension, flexure and bond<br/>strengths. Further, to understand and compare the stiffness behaviour<br/>of processed and unprocessed RCASCC, stress strain relationship is<br/>examined. From the findings it was observed that, with increase in the<br/>number of revolutions the performance of processed RCA is<br/>decreasing. Also, the results showed a relative improvement in<br/>performance of SCC mixes for 500 revolutions at 50% replacement<br/>level when compared to unprocessed RCASCC. The outcomes of the<br/>study facilitates an experimental evidence for the use of processed<br/>RCASCC in structural applications and fulfil the need of replace and<br/>reuse of construction demolition waste for achieving sustainability.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
9 (RLIN) 4621
Topical term or geographic name entry element Civil Engineering
653 ## - Keywords
Keywords Processed Recycled Coarse Aggregate
653 ## - Keywords
Keywords Stress-Strain Behavior
700 ## - ADDED ENTRY--PERSONAL NAME
9 (RLIN) 15698
Co-Author Murthy, N.R. Dakshina
700 ## - ADDED ENTRY--PERSONAL NAME
9 (RLIN) 15699
Co-Author Rao, M.V. Seshagiri
773 0# - HOST ITEM ENTRY
Place, publisher, and date of publication Chennai CSIR-Structural Engineering Research Centre
International Standard Serial Number 0970-0137
Title Journal of structural engineering (JOSE)
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Dewey Decimal Classification
Koha item type Articles Abstract Database
Holdings
Withdrawn status Lost status Source of classification or shelving scheme Damaged status Not for loan Home library Current library Shelving location Date acquired Total Checkouts Barcode Date last seen Price effective from Koha item type
    Dewey Decimal Classification     School of Engineering & Technology (PG) School of Engineering & Technology (PG) Archieval Section 31/01/2022   2022-0270 31/01/2022 31/01/2022 Articles Abstract Database
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