Improving the Mechanical Resistance of a Slender RHS Steel Profile with Polymeric Insert

Author:

Misiūnaitė IevaORCID,Rimkus ArvydasORCID,Gribniak ViktorORCID

Publisher

Springer Nature Switzerland

Reference19 articles.

1. Pandey M, Young B (2021) Ultimate resistances of member rotated cold formed high strength steel tubular T-joints under compression loads. Eng Struct 244:112601

2. Committee on Specifications for the Design of Cold-Formed Steel Structural Members (2006) Web crippling data and calibrations of cold formed steel members, Research report RP00-2 (Revised edition). American Iron and Steel Institute, Washington

3. Mercier C et al (2020) Lateral stability of slender cold rolled hollow tubular sections with initial imperfections. Eng Struct 219:110840

4. Tide HRR (1990) Reinforcing steel members and the effects of welding. Eng J 27:129–131

5. Zhao XL, Fernando D, Al-Mahaidi R (2006) CFRP strengthened RHS subjected to transverse end bearing force. Eng Struct 28(11):1555–1565

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