Strut-and-tie approach to shear strength prediction of deep beam
The studies in this thesis mainly focus on the strut-and-tie approach to shear strength prediction of deep beam. Both the non-prestressed and prestressed deep beams as well as deep beams with web openings are considered. Different from the previous studies in this field, the new strut-and-tie approa...
Saved in:
| Main Author: | |
|---|---|
| Other Authors: | |
| Format: | Theses and Dissertations |
| Language: | English |
| Published: |
2009
|
| Subjects: | |
| Online Access: | http://hdl.handle.net/10356/19393 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| Institution: | Nanyang Technological University |
| Language: | English |
| id |
sg-ntu-dr.10356-19393 |
|---|---|
| record_format |
dspace |
| spelling |
sg-ntu-dr.10356-193932023-03-03T19:21:23Z Strut-and-tie approach to shear strength prediction of deep beam Tong, Ke Bo. Tan, Kang Hai School of Civil and Structural Engineering DRNTU::Engineering::Civil engineering::Structures and design The studies in this thesis mainly focus on the strut-and-tie approach to shear strength prediction of deep beam. Both the non-prestressed and prestressed deep beams as well as deep beams with web openings are considered. Different from the previous studies in this field, the new strut-and-tie approach is based on the conventional theories of failure, i.e., Mohr-Coulomb's criterion and Kupfer's criterion. Furthermore, the new approach can be derived from first principles and it contains little empiricism. Master of Engineering (CSE) 2009-12-11T09:07:07Z 2009-12-11T09:07:07Z 1997 1997 Thesis http://hdl.handle.net/10356/19393 en NANYANG TECHNOLOGICAL UNIVERSITY 136 p. application/pdf |
| institution |
Nanyang Technological University |
| building |
NTU Library |
| continent |
Asia |
| country |
Singapore Singapore |
| content_provider |
NTU Library |
| collection |
DR-NTU |
| language |
English |
| topic |
DRNTU::Engineering::Civil engineering::Structures and design |
| spellingShingle |
DRNTU::Engineering::Civil engineering::Structures and design Tong, Ke Bo. Strut-and-tie approach to shear strength prediction of deep beam |
| description |
The studies in this thesis mainly focus on the strut-and-tie approach to shear strength prediction of deep beam. Both the non-prestressed and prestressed deep beams as well as deep beams with web openings are considered. Different from the previous studies in this field, the new strut-and-tie approach is based on the conventional theories of failure, i.e., Mohr-Coulomb's criterion and Kupfer's criterion. Furthermore, the new approach can be derived from first principles and it contains little empiricism. |
| author2 |
Tan, Kang Hai |
| author_facet |
Tan, Kang Hai Tong, Ke Bo. |
| format |
Theses and Dissertations |
| author |
Tong, Ke Bo. |
| author_sort |
Tong, Ke Bo. |
| title |
Strut-and-tie approach to shear strength prediction of deep beam |
| title_short |
Strut-and-tie approach to shear strength prediction of deep beam |
| title_full |
Strut-and-tie approach to shear strength prediction of deep beam |
| title_fullStr |
Strut-and-tie approach to shear strength prediction of deep beam |
| title_full_unstemmed |
Strut-and-tie approach to shear strength prediction of deep beam |
| title_sort |
strut-and-tie approach to shear strength prediction of deep beam |
| publishDate |
2009 |
| url |
http://hdl.handle.net/10356/19393 |
| _version_ |
1759855595132813312 |