Determination of the Limit Height of the Compressed Zone of Steel-concrete Composite Sections
| Author(s): |
Alexey Krylov
|
|---|---|
| Medium: | journal article |
| Language(s): | Russian |
| Published in: | International Journal for Computational Civil and Structural Engineering / Международный журнал по расчету гражданских и строительных конструкций, June 2019, n. 2, v. 15 |
| Page(s): | 72-76 |
| DOI: | 10.22337/2587-9618-2019-15-2-72-76 |
| Abstract: |
A brief review of power resistance of cross sections with a complex composition was made using the examples of steel-concrete composite structures. The features and difficulties that appear when calculate steel- concrete composite structures, materials of which have different strength characteristics, are noted. The procedure for calculation the limit height of the compressed zone for steel-concrete composite beam section is given. |
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10336088 - Published on:
02/08/2019 - Last updated on:
02/08/2019
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