Pampanga State Agricultural University

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Validation of Artificial Neural Networks (Anns) on Bamboo Fiber Reinforced Concrete Wall Panel (Record no. 15965)

MARC details
000 -LEADER
fixed length control field 02564ntm a2200169 a 4500
001 - CONTROL NUMBER
control field 135052
003 - CONTROL NUMBER IDENTIFIER
control field 0000000000
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250408094547.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 230309n 000 0 eng d
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Lacson, Shiela Chrismil L.
245 00 - TITLE STATEMENT
Title Validation of Artificial Neural Networks (Anns) on Bamboo Fiber Reinforced Concrete Wall Panel
Medium [manuscript] /
Statement of responsibility, etc. Shiela Chrismil L. Lacson.
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Magalang, Pampanga :
Name of publisher, distributor, etc. Pampanga State Agricultural University,
Date of publication, distribution, etc. August 2022.
300 ## - PHYSICAL DESCRIPTION
Extent xv, 80 leaves ;
Dimensions 28 cm. + 1 computer disc (4 3/4 in.)
505 0# - FORMATTED CONTENTS NOTE
Formatted contents note The study was conducted to validate the artificial neural networks (ANN) on bamboo fiber reinforced concrete wall panel (BFRC WP) by creating a prediction model for the compressive and flexural strength of BFRCWP. Moreover, the researcher developed a BFRCWP from the database, also, evaluate its acceptability and cost analysis. Using the Artificial Neural Networks, the closest predicted value for 28 days of curing from all the data under compressive strength was 36.54 MPa with a prediction value of 36.59 MPa showing an error rate of 0.14%. For the flexural strength, the nearby predicted value was 6.851 MPa with a prediction value of 6.85 MPa having an error rate of 0.05%. The fabricated wall panel reinforced with bamboo fiber has a dimension of 62.5 mm x 585 mm x 1225 mm. The mean compressive strength of 28 days obtained from testing was 4.7 MPa and for the flexural strength was 2.53 MPa. These showed that the obtained mechanical strength from 2% bamboo fiber kawayan tinik was below the average strength expected with the mixture M20. Despite of reduction of mechanical strength of the wall panel, addition of bamboo fiber was a low-cost solution to increase the fracture resistance of the concrete mix. The cost of wall panel with bamboo fiber reinforcement was Php 207.04 cheaper than the commercially available wall panel in the market. Incorporating bamboo fiber on wall panels is recommended for animal/farm fences, outdoor household fences, and partition walls. Based on the results of the study, it can be concluded that using the Artificial Neural Networks model on predicting the mechanical properties of material was possible an« attainable, which removes the need for expensive, time-consuming, and experience personnel for manually testing.
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name David, Maria Cristina V.,
Relator term Adviser.
Holdings
Withdrawn status Lost status Damaged status Not for loan Collection Home library Current library Shelving location Date acquired Total checkouts Full call number Barcode Date last seen Price effective from Koha item type
      Not for loan BSAg Eng'g PSAU OLM PSAU OLM Dissertation, Theses 03/09/2023   UT L14 2022 UT12731 04/08/2025 04/08/2025 Theses