Curved composite beam with interlayer slip loaded by radial load
Elastic two-layer curved composite beam with partial shear interaction is considered. It is assumed that each curved layer separately follows the Euler-Bernoulli hypothesis and the load slip relation for the flexible shear connection is a linear relationship. The curved composite beam at one of the...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
De Gruyter
2015-01-01
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| Series: | Curved and Layered Structures |
| Subjects: | |
| Online Access: | http://www.degruyter.com/view/j/cls.2015.2.issue-1/cls-2015-0004/cls-2015-0004.xml?format=INT |
| Summary: | Elastic two-layer curved composite beam with
partial shear interaction is considered. It is assumed that
each curved layer separately follows the Euler-Bernoulli
hypothesis and the load slip relation for the flexible shear
connection is a linear relationship. The curved composite
beam at one of the end cross sections is fixed and the other
end cross section is subjected by a concentrated radial
load. Two cases are considered. In the first case the loaded
end cross section is closed by a rigid plate and in the second
case the radial load is applied immediately to it. The
paper gives solutions for radial displacements, slips and
stresses. The presented examples can be used as benchmark
for the other types of solutions as given in this study. |
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| ISSN: | 2353-7396 |