Numerical Analysis of Welding Material Fracture in Steel Connections at Elevated Temperatures
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Safety, Risk, Reliability and Quality,General Materials Science,Building and Construction
Link
https://link.springer.com/content/pdf/10.1007/s10694-022-01323-1.pdf
Reference42 articles.
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2. Sun R, Burgess IW, Huang Z, Dong G (2015) Progressive failure modelling and ductility demand of steel beam-to-column connections in fire. Eng Struct 89:66–78. https://doi.org/10.1016/j.engstruct.2015.01.053
3. Li GQ, Guo SX (2008) Experiment on restrained steel beams subjected to heating and cooling. J Constr Steel Res 64(3):268–274. https://doi.org/10.1016/j.jcsr.2007.07.007
4. Selden KL, Fischer EC, Varma AH (2015) Experimental investigation of composite beams with shear connections subjected to fire loading. ASCE J Struct Div 142:04015118. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001381
5. Daryan AS, Yahyai M (2009) Behaviour of welded top-seat angle connections exposed to fire. Fire Saf J 44(4):603–611. https://doi.org/10.1016/j.firesaf.2008.12.002
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