Denting and collapse of tin-walled risers under lateral loads; (2003)
- Authors:
- Autor USP: RUGGIERI, CLAUDIO - EP
- Unidade: EP
- Subjects: ENGENHARIA NAVAL E OCEÂNICA; MECÂNICA DAS ESTRUTURAS; DEFORMAÇÃO ESTRUTURAL; CABOS DE AMARRAÇÃO
- Language: Inglês
- Imprenta:
- Source:
- Título: COBEM 2003: proceedings
- Conference titles: International Congress of Mechanical Engineering
-
ABNT
RUGGIERI, Claudio e FERRARI JUNIOR, José Alfredo. Denting and collapse of tin-walled risers under lateral loads;. 2003, Anais.. São Paulo: ABCM, 2003. . Acesso em: 25 jan. 2026. -
APA
Ruggieri, C., & Ferrari Junior, J. A. (2003). Denting and collapse of tin-walled risers under lateral loads;. In COBEM 2003: proceedings. São Paulo: ABCM. -
NLM
Ruggieri C, Ferrari Junior JA. Denting and collapse of tin-walled risers under lateral loads;. COBEM 2003: proceedings. 2003 ;[citado 2026 jan. 25 ] -
Vancouver
Ruggieri C, Ferrari Junior JA. Denting and collapse of tin-walled risers under lateral loads;. COBEM 2003: proceedings. 2003 ;[citado 2026 jan. 25 ] - WSTRESS release 1.0: numerical computation of probabilistic fracture parameters for 3-D craked solids
- A discussion of "an engineering methodology for constraint corrections of elastic-plastic fracture toughness - Part II: Effects of specimen geometry and plastic strain on cleavage fracture predictions” by C. Ruggieri, R.G. Savioli, R.H. Dodds [Eng. Fract. Mech. 146 (2015) 185–209]
- Transferability of elastic-plastic fracture toughness (JC) using the weibull stress approach
- Modelagem micromecânica da fratura dútil e aplicações à integridade estrutural
- A micromechanics approach to predict burst pressure in cracked pipelines.
- Analysing transient vibration signals with parametric time-frequency methods.
- Structural behavior of dented tubular members under lateral loads
- Structural integrity assessments of high pressure pipelines with axial flaws using a micromechanics model
- Numerical investigation of constraint effects on ductile fracture in tensile specimens
- Avaliação da integridade estrutural através de um modelo local de fratura frágil
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