| Author | Bon, Woo Chick |
| Call Number | AIT Thesis no.ST-92-3 |
| Subject(s) | Reinforced concrete--Cracking
|
| Note | A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Civil Engineering |
| Publisher | Asian Institute of Technology |
| Abstract | The subject of this study is to improve the previous computational model for computing
shear capacity of reinforced crack.
The reduced axial stiffness of reinforcement caused by crack shear in concerete has been
investigated in this study. Experimental shear stress-shear slip and steel strain-pullout results in
reinforced concrete member are given. At the crack plane, steel stress-pullout relationship and
its mechanical behaviors are experimentaly found to be quite different from the relationship
previously obtained under uniaxial stress condition. The distribution of strain and curvature
nearby the shear crack has been investigated. The high curvature induced in bar nearby the crack
section has been found to be the main reason responsible to the reduced axial stiffness of bigger
diameter steel bar and causes the premature failure of reinforced concrete after crack.
|
| Year | 1992 |
| Corresponding Series Added Entry | Asian Institute of Technology. Thesis ; no. ST-92-3 |
| Type | Thesis |
| School | School of Civil Engineering |
| Department | Department of Civil and Infrastucture Engineering (DCIE) |
| Academic Program/FoS | Structural Engineering (STE) /Former Name = Structural Engineering and Construction (ST) |
| Chairperson(s) | Maekawa, Koichi |
| Examination Committee(s) | Pisidhi Karasudhi;Pama, Ricardo P. |
| Scholarship Donor(s) | German Academic Exchange Service (DAAD) |
| Degree | Thesis (M.Eng.) - Asian Institute of Technology, 1992 |