1 AIT Asian Institute of Technology

Effect of rebar and core geometry on compressive strength of normal strength concrete cores

AuthorBlessing
Call NumberAIT Caps. Proj. no.CIE-16-71
Subject(s)Concrete--Compression testing
Concrete--Stresses and strains

NoteA capstone project report submitted in partial fulfillment of the requirements for the degree of Bachelor of Science in Engineering Civil And Infrastructure Engineering, School of Engineering and Technology
PublisherAsian Institute of Technology
Series StatementCaps. Proj. ; no. CIE-16-71
AbstractThis report is to test the compressive strength by the effect of coring. To compare with the compressive strength of core specimens between the presence of reinforcement steel and non-reinforcement. To compare the compressive strength between standard cylinders and cored specimens. To compare the aspect ratio 1 and 2. To study the wall thickness of the concrete blocks. A single 35MPa of concrete mixture is used throughout the experimental program. The setting time of the concrete is 14 days. The concrete cure with water for 7 days, according to the standard. Two samples for the presence of a single 9mm reinforce- ment steel bar in vertical and in center, with maximum 20mm of coarse aggregates with the aspect ratio (lid) of 1: 1 and 1 :2. Total 36 samples are cored in this test. Cored specimen hav- ing reinforcement steel bar is lower strength than non-reinforcement. Cylinder have higher strength than cored strength. Aspect ratio 1 have higher strength than aspect ratio 2. As the thickness of the wall increase, the strength become higher.
Year2016
Corresponding Series Added EntryAsian Institute of Technology. Caps. Proj. ; no. CIE-16-71
TypeCapstone Project
SchoolSchool of Engineering and Technology (SET)
DepartmentDepartment of Civil and Infrastucture Engineering (DCIE)
Academic Program/FoSCivil and Infrastructure Engineering (CIE)
Chairperson(s)Thanakorn Peeraphan;
Examination Committee(s)Tian Ho Seah;
DegreeCapstone Project (B.Sc.)-Asian Institute of Technology, 2016


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