Martin, L.H. (1973). A theoretical investigation into the ultimate strength in bending and torsion of plain and reinforced concrete members. PHD thesis, Aston University.
Abstract
Presented in this thesis are original theoretical solutions for the determination of the ultimate strength in bending and torsion for: a) Plain concrete members. (b) Concrete members reinforced with longitudinal steel only. (c) Concrete members reinforced with longitudinal and transverse steel at yield. (d) Concrete members reinforced with longitudinal and transverse steel, where partial yielding and non yielding occurs. The theories are compared with available experimental results and show reasonable agreement.
| Divisions: | College of Engineering & Physical Sciences |
|---|---|
| Additional Information: | Department: Civil Engineering If you have discovered material in AURA which is unlawful e.g. breaches copyright, (either theirs or that of a third party) or any other law, including but not limited to those relating to patent, trademark, confidentiality, data protection, obscenity, defamation, libel, then please read our Takedown Policy and contact the service immediately. |
| Institution: | Aston University |
| Uncontrolled Keywords: | ultimate strength,bending,torsion,plain,reinforced,concrete members |
| Last Modified: | 30 Sep 2024 07:21 |
| Date Deposited: | 19 May 2011 13:40 |
| Completed Date: | 1973-04 |
| Authors: |
Martin, L.H.
|
![[img]](https://publications.aston.ac.uk/style/images/fileicons/application_pdf.png)
CORE (COnnecting REpositories)
CORE (COnnecting REpositories)