Effect of couple-stresses on the elastic bending of beams
By A. Anthoine. 2000
141 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Materials Chemistry, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/1e7ce8fbd6a33f0405790050c7d52f275051af7c
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- Bekir Akgöz
- Ö. Civalek
- X.-L. Gao
- Mohammad Taghi Ahmadian
- Mohsen Asghari
- M. Kahrobaiyan
- S. Park
- M. Rahaeifard
In Materials Chemistry
- Ö. Civalek
- Bekir Akgöz
- J. Reddy
- Farzad Ebrahimi
- M. Şimşek
- Mohsen Asghari
- Mohammad Taghi Ahmadian
- M. Kahrobaiyan
In Mechanics of Materials
- Bekir Akgöz
- Ö. Civalek
- Farzad Ebrahimi
- J. Reddy
- Mohsen Asghari
- M. Şimşek
- Mohammad Taghi Ahmadian
- M. Kahrobaiyan
Citations in the corpus
- Bernoulli–Euler beam model based on a modified couple stress theory (2006, methodology): “This theory has been applied to model the pure bending of a circular cylinder by Anthoine (2000).”
- Analysis of micro-sized beams for various boundary conditions based on the strain gradient elasticity theory (2012, methodology): “Pure bending of a circular cylinder is investigated by Anthoine [16] using the classical couple stress theory.”
- Investigation of the size effects in Timoshenko beams based on the couple stress theory (2011, methodology): “Utilizing the couple stress theory, Anthoine [13] analyzed the pure bending of beams.”