000 -LEADER |
fixed length control field |
a |
003 - CONTROL NUMBER IDENTIFIER |
control field |
OSt |
005 - DATE AND TIME OF LATEST TRANSACTION |
control field |
20190911112156.0 |
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
fixed length control field |
190911b xxu||||| |||| 00| 0 eng d |
040 ## - CATALOGING SOURCE |
Original cataloging agency |
AIKTC-KRRC |
Transcribing agency |
AIKTC-KRRC |
100 ## - MAIN ENTRY--PERSONAL NAME |
9 (RLIN) |
9495 |
Author |
S. Kumar |
245 ## - TITLE STATEMENT |
Title |
Influence of shear span to depth ratio on structural parameters of geopolymer - psc beams |
250 ## - EDITION STATEMENT |
Volume, Issue number |
Vol.93 (07) |
260 ## - PUBLICATION, DISTRIBUTION, ETC. |
Place of publication, distribution, etc. |
Thane |
Name of publisher, distributor, etc. |
ACC LTD |
Year |
July, 2019 |
300 ## - PHYSICAL DESCRIPTION |
Pagination |
41-45p. |
520 ## - SUMMARY, ETC. |
Summary, etc. |
An experimental investigation is undertaken to study the basic structural parameters of post-tensioned Geopolymer concrete beams, subjected to flexural and shear failure by varying the shear span to depth ratio ( α / D ) under two point loading. Shear span to depth ratio is considered as the main criteria which influences on structural behaviour of beams. Effects of shear span to depth ratio on some of the structural parameters like load factor, deflection, ductility, shear capacity and mode of failure of PSC beams made of geopolymer concrete mixes are evaluated and discussed. |
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
9 (RLIN) |
4621 |
Topical term or geographic name entry element |
Civil Engineering |
700 ## - ADDED ENTRY--PERSONAL NAME |
9 (RLIN) |
9496 |
Co-Author |
Rajendra, S. |
773 0# - HOST ITEM ENTRY |
Title |
Indian concrete journal |
Place, publisher, and date of publication |
Thane ACC Limited |
942 ## - ADDED ENTRY ELEMENTS (KOHA) |
Source of classification or shelving scheme |
|
Koha item type |
Articles Abstract Database |