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

Abstract

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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.

How to cite

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István 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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  11. [11] Sokolnikoff I.S., Mathematical Theory of Elasticity, McGraw- Hill, New York, 1956 
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  17. [17] Liu X., Erkmen R.E Bradford M.A.,Creep and shrinkage composite beams including the effects of partial interaction, Paper 154, Proceedings of the Eleventh International Conference on Computational Structures Technology, B.H.V. Topping, (Editor), Civil-Comp Press, Stirlingshire, Scotland Civil-Comp Press, 2012 
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