Effect of chord length on CHS-RHS T-joints with slender sections-Reference-Cited by-同舟云学术

Effect of chord length on CHS-RHS T-joints with slender sections

Published:2021-12 Issue:4 Volume:74 Page:433-442
ISSN:2448-167X
Container-title:REM - International Engineering Journal
language:
Short-container-title:REM, Int. Eng. J.

Author:

Pereira Daniel José Rocha¹^ORCID,Guerra Messias Júnio Lopes²^ORCID,Sarmanho Arlene Maria Cunha¹^ORCID,Silva Neto João Batista da¹^ORCID,Nunes Gabriel Vieira²^ORCID,Alves Vinícius Nicchio¹^ORCID

Affiliation:

1. Universidade Federal de Ouro Preto – UFOP, Escola de Minas, Brasil

2. Instituto Federal de Minas Gerais - IFMG, Brasil

Publisher

FapUNIFESP (SciELO)

Subject

General Earth and Planetary Sciences,General Energy

Link

http://www.scielo.br/pdf/remi/v74n4/2448-167X-remi-74-04-0433.pdf

Reference29 articles.

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2. AWS D1.1/D1.1M: Structural welding code - steel,2010

3. ANSYS 12.1,2011

4. ABNT NBR 16239: Projeto de estruturas de aço e de estruturas mistas de aço e concreto de edificações com perfis tubulares,2013

5. Axial compression physical testing of traditional and bird beak SHS T-joints;CHEN Y.;Journal of Central South University,2015

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