Analytical Solution of Two-Layer Beam Taking into account Interlayer Slip and Shear Deformation-Reference-Cited by-同舟云学术

Analytical Solution of Two-Layer Beam Taking into account Interlayer Slip and Shear Deformation

Published:2007-06 Issue:6 Volume:133 Page:886-894
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Schnabl Simon¹²³³,Saje Miran¹²³³,Turk Goran¹²³³,Planinc Igor¹²³³

Affiliation:

1. Graduate Student, Faculty of Civil and Geodetic Engineering, Univ. of Ljubljana, Jamova 2, 1000 Ljubljana, Slovenia.

2. Professor, Faculty of Civil and Geodetic Engineering, Univ. of Ljubljana, Jamova 2, 1000 Ljubljana, Slovenia.

3. Associate Professor, Faculty of Civil and Geodetic Engineering, Univ. of Ljubljana, Jamova 2, 1000 Ljubljana, Slovenia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282007%29133%3A6%28886%29

Reference25 articles.

1. A two-field mixed variational principle for partially connected composite beams

2. Čas B. (2004). Nonlinear analysis of composite beams with inter-layer slip Ph.D. thesis Univ. of Ljubljana Faculty of Civil and Geodetic Engineering Ljubljana Slovenia (in Slovene).

3. Non-linear analysis of composite steel-concrete beams with incomplete interaction

4. Non-linear finite element analysis of composite planar frames with an interlayer slip

5. The Shear Coefficient in Timoshenko’s Beam Theory

Cited by 139 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. An analytic solution for bending of multilayered structures with interlayer-slip;International Journal of Mechanical Sciences;2024-11

2. A new method for rapidly capturing the strength and full nonlinear response of partially interacting steel–concrete composite beams;Composites Part C: Open Access;2024-07

3. Analytical Solution for Bending Deformation of Steel–Concrete Composite Beams Considering Nonlinear Interfacial Slip;Journal of Structural Engineering;2024-06

4. Mixed-formulation with non-penetration constraint for planar composite beams in partial interaction;Computational Mechanics;2024-04-15

5. Two-layer spatial beam with inter-layer slip in longitudinal and transverse direction;Structures;2023-12