Bond strength of high strength concrete in tension
Date of Publication
2008
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
Jonathan R. Dungca
Defense Panel Member
Danilo C. Terante
Mary Ann Q. Adajar
Abstract/Summary
This study aims to analyze the bond strength of High Strength Concrete greater than 69MPa (10.000psi). The findings in this experiment were then related to the existing formula for the development length of deformed bars in where, the bond strength formula could be extracted, found in the National Structural Code of the Philippines (NSCP). The said formula has a limitation of concrete strength of 69MPa. With this, it was then made possible to determine whether the formula would also be applicable for strengths higher than the said value by the use of a universal testing machine for both tension and compression. Data from the said testing have been compared to their theoretical values by using this existing equation as basis for the theoretical values. Conclusions have been made by analyzing the comparisons made on the conservativeness of the equation as the concrete strength increases. At the end of this study a recommendation has been made regarding if the equation is still applicable for concrete strengths greater than 69MPa by comparing the level of conservativeness of the equation when the concrete strength is less than 69MPa as its basis and when the concrete strength is greater than the said value.
Abstract Format
html
Language
English
Format
Accession Number
TU14443
Shelf Location
Archives, The Learning Commons, 12F, Henry Sy Sr. Hall
Physical Description
xii, 100 leaves : ill. ; 28 cm.
Keywords
High strength concrete; Concrete construction
Recommended Citation
Amata, M. G., Jo, M. L., & Santos, P. S. (2008). Bond strength of high strength concrete in tension. Retrieved from https://animorepository.dlsu.edu.ph/etd_bachelors/10761
Embargo Period
1-27-2022