The estimation and significance of the tensile strength of concrete

AuthorKraiwood Kiattikomol
Call NumberAIT Thesis no. 251
Subject(s)Concrete--Testing
Strength of materials
NoteA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand
PublisherAsian Institute of Technology
AbstractThe tensile strength of concrete was determined by direct and indirect methods. An epoxy resin was used to transfer the tension to the direct test specimens. It was found that the split strengths(cylinder and cube split strength) and the direct tensile strength are approximately equal and they are lower than the modulus of rupture. The modulus of rupture is relatively high for weak concrete. This relation is also found in the split strength and the direct tensile strength. Two sets of equations for estimating the tensile strength of concrete from the compressive strength are proposed. One set is used for estimating the modulus of rupture and the other set for estimating the split strengths or the direct tensile strength. Finally, the allowable tensile stresses used in design were compared to the test results
Year1969
TypeThesis
SchoolStudent Research Before 1980
DepartmentOther Field of Studies (No Department)
Academic Program/FoSThesis (Year <=1979)
Chairperson(s)Smith, Robert B.L.
Examination Committee(s)Karasudhi, Pisidhi ;Lee, Seng-Lip, ;McGuire, William
Scholarship Donor(s)Asian Institute of Technology
DegreeThesis (M. Eng.) - Asian Institute of Technology, 1969


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