Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)
- 2003.11a
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- Pages.248-251
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- 2003
Design of Beam Sections under Large Flexural Deformation
Abstract
The ACI 318 stress block parameters have been closely examined for validity of their values in evaluation of flexural strength and deformability. For this the conventional definition of stress block has been used. The comparison of parameter values between ACI stress blocks and the exact approach implies that an alternative idealization other than the rectangular stress block may be required.
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