Effectiveness of banana fiber in the flexural strength of concrete/ (Record no. 313)

MARC details
000 -LEADER
fixed length control field 02117nam a22002297a 4500
003 - CONTROL NUMBER IDENTIFIER
control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250321134554.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 250321b |||||||| |||| 00| 0 eng d
040 ## - CATALOGING SOURCE
Transcribing agency NVSU
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Elizaga, Caren L.
245 ## - TITLE STATEMENT
Title Effectiveness of banana fiber in the flexural strength of concrete/
Statement of responsibility, etc. Caren L. Elizaga, Crisvelyn D. Palcay, Edmel Jayson P. Delana, Jesmarie B. Ayadi and Lorie P. Fernandez
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bayombong:
Name of publisher, distributor, etc. Nueva Vizcaya State University,
Date of publication, distribution, etc. 2023.
300 ## - PHYSICAL DESCRIPTION
Extent xvi, 68 leaves :
Other physical details illustrations, photos ;
Dimensions 28 cm.
500 ## - GENERAL NOTE
General note This research determined the effects of using banana fibers in the flexural strength and load bearing capacity of concrete with banana fiber compared to the normal or conventional concrete. The experimental phase of the research included testing of 18 samples; three samples of the normal concrete and 5 samples each of 0.1%, 0.5%, and 1% of the Banana fiber reinforced concrete (BFRC). The main variables considered in the experimental program were the percentage of banana fiber, constant type of concrete mix and length of 30mm banana fiber, and also the constant curing age.<br/> The samples were generated in two major processes; the extraction of banana fiber manually (tuxing and separating the fiber by scraping the pseudo stem), and mixing of concrete by casting and curing of concrete.<br/> The results of this study indicated that the variation in the flexure strength of concrete and load bearing capacity of concrete depended mainly on the banana fiber percentage. It was found that the flexural strength and load bearing capacity of concrete increased by increasing the percentage of banana fiber from 0 to 0.5%, while increasing in the strength started to vanish when approached to 1% of fiber.
500 ## - GENERAL NOTE
General note Thesis (Bachelor of Science in Civil Engineering - Structural Engineering)
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc. note Includes bibliographical references and appendices
700 ## - ADDED ENTRY--PERSONAL NAME
Personal name Palcay, Crisvelyn D., author.
700 ## - ADDED ENTRY--PERSONAL NAME
Personal name Delana, Edmel Jayson P., author.
700 ## - ADDED ENTRY--PERSONAL NAME
Personal name Ayadi, Jesmarie B., author.
700 ## - ADDED ENTRY--PERSONAL NAME
Personal name Fernandez, Lorie P., author.
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Dewey Decimal Classification
Koha item type Undergraduate Research
Suppress in OPAC No
Holdings
Withdrawn status Lost status Source of classification or shelving scheme Damaged status Not for loan Home library Current library Shelving location Date acquired Source of acquisition Total checkouts Full call number Barcode Date last seen Price effective from Koha item type
    Dewey Decimal Classification     Nueva Vizcaya State University - Bayombong Campus Nueva Vizcaya State University - Bayombong Campus General Reference Section 03/21/2025 Donation   U (BSCE) El43e 2023 U2079 03/21/2025 03/21/2025 Undergraduate Research

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