FINITE ELEMENT ANALYSIS OF SHEAR DEFICIENT LARGE SIZE REINFORCED CONCRETE BEAMS
The shear failure of reinforced concrete beams considered as a very complex fracture phenomenon for which a purely mathematical approach is not possible at present. However, detailed modeling of the fracture mechanism is not necessary for establishing the general form of the size effect. This paper...
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| Format: | Article |
| Language: | English |
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University of Diyala
2010-12-01
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| Series: | Diyala Journal of Engineering Sciences |
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| Online Access: | https://djes.info/index.php/djes/article/view/660 |