A Systematic Study of Load Carrying Capacity of Rotationally Symmetric Plates with the Huber-Mises Yeld Condition
Rotationally symmetric bending of rigid-plastic plates is considered, a technique of solving the plastic plate equations is developed, and a systematic presentation of design data for plates obeying the Huber-Mises yield condition is given. The proposed numerical procedure is presented first. It con...
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| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Institute of Fundamental Technological Research
1979-06-01
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| Series: | Engineering Transactions |
| Online Access: | https://et.ippt.pan.pl/index.php/et/article/view/2087 |
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| Summary: | Rotationally symmetric bending of rigid-plastic plates is considered, a technique of solving the plastic plate equations is developed, and a systematic presentation of design data for plates obeying the Huber-Mises yield condition is given. The proposed numerical procedure is presented first. It concerns arbitrarily loaded circular and annular plates. The collection of tables and diagrams is then given, allowing to evaluate the load carrying capacities of rotationally symmetric metal plates subjected either to pressure varying with radial coordinate or to wedge loads. The paper gives a unified presentation of the theory and desing data for circular plates made of the Huber-Mises material.
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| ISSN: | 0867-888X 2450-8071 |