# Curved composite beam with interlayer slip loaded by radial load

István Ecsedi; Ákos József Lengyel

Curved and Layered Structures (2015)

- Volume: 2, Issue: 1, page 25-40
- ISSN: 2353-7396

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topIstván Ecsedi, and Ákos József Lengyel. "Curved composite beam with interlayer slip loaded by radial load." Curved and Layered Structures 2.1 (2015): 25-40. <http://eudml.org/doc/276875>.

@article{IstvánEcsedi2015,

abstract = {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.},

author = {István Ecsedi, Ákos József Lengyel},

journal = {Curved and Layered Structures},

keywords = {Composite; curved beam; weak shear connection; slip; interlayer slip; shear connection; composite beam; free vibration},

language = {eng},

number = {1},

pages = {25-40},

title = {Curved composite beam with interlayer slip loaded by radial load},

url = {http://eudml.org/doc/276875},

volume = {2},

year = {2015},

}

TY - JOUR

AU - István Ecsedi

AU - Ákos József Lengyel

TI - Curved composite beam with interlayer slip loaded by radial load

JO - Curved and Layered Structures

PY - 2015

VL - 2

IS - 1

SP - 25

EP - 40

AB - 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.

LA - eng

KW - Composite; curved beam; weak shear connection; slip; interlayer slip; shear connection; composite beam; free vibration

UR - http://eudml.org/doc/276875

ER -

## References

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