The estimation and significance of the tensile strength of concrete | |
| Author | Kraiwood Kiattikomol |
| Call Number | AIT Thesis no. 251 |
| Subject(s) | Concrete--Testing Strength of materials |
| Note | A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand |
| Publisher | Asian Institute of Technology |
| Abstract | The 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 |
| Year | 1969 |
| Type | Thesis |
| School | Student Research Before 1980 |
| Department | Other Field of Studies (No Department) |
| Academic Program/FoS | Thesis (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 |
| Degree | Thesis (M. Eng.) - Asian Institute of Technology, 1969 |