Constitutive model of high strength concrete made of local materials
Date of Publication
2007
Document Type
Bachelor's Thesis
Degree Name
Bachelor of Science in Civil Engineering with Spec in Construction Technology & Management
Subject Categories
Civil Engineering
College
Gokongwei College of Engineering
Department/Unit
Civil Engineering
Thesis Adviser
Bernardo A. Lejano
Defense Panel Chair
Andres Winston C. Oreta
Defense Panel Member
Danilo C. Terante
Mary Ann Q. Adajar
Abstract/Summary
The study centers on the relationship of the stress strain diagram from high strength concrete with the use of different locally available coarse aggregates. High strength concrete results were also compared with normal strength concrete as well as the behavior of the stress and strain of both samples. Test samples that were used have the strength design of 40 MPa, 75 MPa and 80 MPa having all other factors in the design constant, varying only the coarse aggregates from Montalban to Angono.
Parabolic Method and Least Square Approximation Method were used to graphically compare and study the difference and effects of aggregate alteration as well as the stress strain diagram behavior of the samples. Obvious difference in the manners of graphs were observed and recorded from the experiments done.
Abstract Format
html
Language
English
Format
Accession Number
TU14450
Shelf Location
Archives, The Learning Commons, 12F, Henry Sy Sr. Hall
Physical Description
xv, 66, [10] leaves : ill. (some col.) ; 28 cm.
Keywords
High strength concrete; Strains and stresses Strength of materials
Recommended Citation
De Peralta, P. O., Galvez, G. B., & Mayo, G. J. (2007). Constitutive model of high strength concrete made of local materials. Retrieved from https://animorepository.dlsu.edu.ph/etd_bachelors/10519
Embargo Period
12-2-2021
