1 AIT Asian Institute of Technology

Mechanical properties of high strength concrete

AuthorPerera, Kalutantirige Janaka Weerasiri
Call NumberAIT Thesis no. ST-79-29
Subject(s)Strains and stresses
Concrete--Testing
NoteA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
PublisherAsian Institute of Technology
AbstractThe main purpose of this work is to test the hardened properties of high strength concrete and express the results in continuous relations from or at least in relative to those of ordinary concrete. The properties examine were modulus of elasticity, Poisson's ratio, tensile strength, fatigue strength and bearing strength in anchorage zone. Four types of concretes whose target strength ranged from 300 to 800 kg/ cm2 at 28 days were used. 'Most properties were tested at the ages of 3 and 28 days. Only the fatigue strengths were tested at the age of 56 days. Following are the main findings: 1. Both modulus of elasticity and tensile strength of concrete increase linearly as the compressive strength increases in a compressive strength range of 150 to 800 kg/cm2. 2. High strength concrete can resist very high bearing strengths than normal strength concrete, which is a great advantage in prestressed concrete structures. 3. Fatigue life of concrete under uniaxial compression decreases as the strength increase. Therefore, it would be safe to use a larger safety factor when high strength concrete is used for structures which are often subjected to severe cyclic loading.
Year1979
TypeThesis
SchoolSchool of Engineering and Technology
DepartmentDepartment of Civil and Infrastucture Engineering (DCIE)
Academic Program/FoSStructural Engineering (STE) /Former Name = Structural Engineering and Construction (ST)
Chairperson(s)Yamamoto, Yasuhiko
Examination Committee(s)Kawaguchi, Masahiro ; Worsak Kanok-Nukulchai
Scholarship Donor(s)Government of Norway
DegreeThesis (M.Eng.) - Asian Institute of Technology, 1979


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