Lateral–torsional buckling of steel beams pre-stressed by straight tendons with a single deviator
Author:
Funder
National Research Foundation of Korea
Ministry of Education
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference25 articles.
1. Prestressed Steel Bridges: Theory and Design;Troitsky,1990
2. Flexural behavior of steel I-beam prestressed with externally unbonded tendons;Park;J. Constr. Steel Res.,2010
3. Behavior of prestressed steel beams;Belletti;J. Struct. Eng. ASCE,2010
4. Lateral–torsional buckling of steel I-beams retrofitted by bonded and unbonded CFRP laminates with different pre-stress levels: Experimental and numerical study;Ghafoori;Constr. Build. Mater.,2015
5. Theoretical and experimental study on flexural behavior of prestressed steel plate girders;Kambal;J. Constr. Steel Res.,2018
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1. Experimental Evaluation on LTB Strength of Steel Beams Externally Pre-stressed with Un-bonded Tendon Bar;International Journal of Steel Structures;2024-04-12
2. A spatial stability theory of thin-walled steel beams pre-stressed by spatially inclined un-bonded cables and its FE formulation;Thin-Walled Structures;2024-01
3. Lateral–Torsional Buckling of Cantilever Steel Beams under 2 Types of Complex Loads;Applied Sciences;2023-05-09
4. FE Analysis on Lateral Torsional Buckling of Externally Prestressed Mono-Symmetric Steel Beams;Journal of Korean Society of Steel Construction;2023-04-27
5. LTB analysis of pre-stressed mono-symmetric thin-walled beams with deviators under non-uniform bending moments using a simplified FEM;Structures;2023-01
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