| Author | Dey, Basudev |
| Call Number | AIT Thesis no. 417 |
| Subject(s) | Concrete slabs
Reinforced concrete
|
| 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 elastic rigidities and stress distribution in orthogonally
stiffened reinforced concrete slabs were studied theoretically and experimentally. Two reinforced concrete model slabs, each 5 ft. by 5 ft. in dimension were tested under cylindrical bending and anticlastic corner loads for the determination of the flexural and torsional rigidities respectively. One slab is provided with similar stiffeners in two orthogonal directions and the other with dissimilar stiffeners. Deflection and strain measurements obtained from
the experiments are in reasonable agreement with values predicted by an analysis of orthotropic plates for slabs with open section eccentric stiffeners. |
| Year | 1972 |
| Type | Thesis |
| School | Student Research Before 1980 |
| Department | Other Field of Studies (No Department) |
| Academic Program/FoS | Thesis (Year <=1979) |
| Chairperson(s) | Lee, Seng-Lip ;Pama, Ricardo P. |
| Scholarship Donor(s) | Government of the
United Kingdom |
| Degree | Thesis (M. Eng.) - Asian Institute of Technology, 1972 |
