Effects of un-bonded deviators on the out-of-plane buckling of steel H-beams pre-stressed by a straight tendon cable
Author:
Funder
National Research Foundation
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
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2. Experimental Evaluation on LTB Strength of Steel Beams Externally Pre-stressed with Un-bonded Tendon Bar;International Journal of Steel Structures;2024-04-12
3. 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
4. LTB analysis of pre-stressed steel beams using mono-symmetric thin-walled beam and spatially inclined un-bonded cable elements;Thin-Walled Structures;2023-10
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