Fatigued Composite Beam with Different Shear Connection Arrangement
Author:
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784482896.013
Reference14 articles.
1. Albrecht P. and A. Lenwari. 2008. “Fatigue Strength of Repaired Prestressed Composite Beams.” J. Bridge Eng. 13 (4): 409-417. 10.1061/(ASCE)1084-0702(2008)13:4(409)
2. Large Shear Studs for Composite Action in Steel Bridge Girders
3. Parametric study for post-tensioned composite beams with external tendons
4. El-Zohairy A. H. Salim and A. Saucier. 2019a. “Fatigue tests on steel-concrete composite beams subjected to sagging moments.” J. Struct. Eng. 145(5). 10.1061/(ASCE)ST.1943-541X.0002326.
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