Abstract
Key-note paper.The paper deals with methods based on the theory of
plasticity to be used in the design of reinforced concrete members
of high strength concrete. Formulae for the bending capacity of
beams subjected to pure bending are given. Methods for shear
design of beams are described. Emphasis is put on the recently
developed crack sliding model applicable to non-shear reinforced
beams and lightly shear reinforced beams. The consequences of
sliding in cracks on the strength of disk elements are also
described. The methods described are compared with results of
tests with high strength concrete elements. Good agreement has
been found.Keywords: Plastic design methods, bending capacity,
shear capacity, crack sliding, HSC beams, HSC disks.
| Original language | English |
|---|---|
| Title of host publication | Proc. Int. Conf. HPHSC |
| Place of Publication | Perth |
| Publisher | CURTIN University |
| Publication date | 1998 |
| Pages | 141-167 |
| Publication status | Published - 1998 |
| Event | International Conference on High Performance High Strength Concrete (HPHSC) - Perth, Australia Duration: 10 Aug 1998 → 12 Aug 1998 |
Conference
| Conference | International Conference on High Performance High Strength Concrete (HPHSC) |
|---|---|
| Country/Territory | Australia |
| City | Perth |
| Period | 10/08/1998 → 12/08/1998 |
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