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Publikováno v:
Civil and Environmental Engineering, Vol 16, Iss 1, Pp 148-156 (2020)
This paper proposes using the tensile-fracture-inception-prevention (TFIP) limit state and ductility parameter/criterion for a safer fracture-resistant design of the tension members of steel structures. Finite element (FE) analysis revealed that the
Externí odkaz:
https://doaj.org/article/f26a6d1e56af4b7e80bba7c906f4fe8d
Autor:
MAJORO, FÉLICIEN, BAGARAGAZA, ROMUALD, MUKAMWAMBALI, CONCILIE, NSENGIYUMVA, PHILIBERT, DE DIEU MUTABARUKA, JEAN, NTAKIYEMUNGU, MATHIEU, DUSABEMARIYA, CLAIRE, MBABAZI, ERIC BUREGEYA, NIKUZE, JACQUELINE, OSIRI, JEAN D’AMOUR, TWAGIRIMANA, ATHANASE, MBARAGA, FIDELE
Publikováno v:
Global Journal of Pure & Applied Sciences; 2024, Vol. 30 Issue 1, p13-31, 19p
Publikováno v:
Civil & Environmental Engineering; Jun2020, Vol. 16 Issue 1, p148-156, 9p