Cyclic Response An Low Cycle Fatigue Characteristics Of Plate Steel/ Peter Dusicka ;Ahmad M. Itani and Ian G. Buckle
Editor: New York: University at Buffalo 2006Descripción: 69 pISBN: ISSN1520295xTema(s): ESFUERZOS Y DEFORMACIONES | ACERO | ACERO | INGENIERÍA SÍSMICAClasificación CDD: 624.1776Tipo de ítem | Ubicación actual | Colección | Signatura | Info Vol | Copia número | Estado | Fecha de vencimiento | Código de barras | Reserva de ítems |
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LIBRO - MATERIAL GENERAL | Biblioteca Jorge Álvarez Lleras | Colección / Fondo / Acervo / Resguardo | 624.1776 D874c (Navegar estantería) | Ej. 1 | 1 | Disponible | 014442 |
Navegando Biblioteca Jorge Álvarez Lleras Estantes, Código de colección: Colección / Fondo / Acervo / Resguardo Cerrar el navegador de estanterías
624.1776 C144a The analysis of laminated composite structures/ | 624.1776 C212c Cascarones parabólicos-hiperbólicos/ | 624.1776 C858e Estructuras laminares/ | 624.1776 D874c Cyclic Response An Low Cycle Fatigue Characteristics Of Plate Steel/ | 624.1776 G448m The design of cilindrical shell roofs/ | 624.1776 K14m Manual para cálculo de placas/ | 624.1776 K29f Fundamentals of the analysis and design of shell structures/ |
Incluye bibliografía p. 45
Due to the lack of experimental data on the stress-strain behavior of specialty steels and conventional grade steels, a comprehensive study on the stress-strain and low cycle fatigue properties was conducted. The purpose of this study was to evaluate the stress-stain characteristics of plate steels subjected to repeated cyclic plastic deformations. The steel grades ranged from high performance steel HPS 485MPa to low yield point steel LYP Grade 100 MPa. Of specific interest was the cyclic stress as measured relative to the yield strength and the variability of the achieved stresses across the different steel grades. In addition, low cycle fatigue characteristics were desired to compare the fatigue life. The experimental results showed that all of the steels would be suitable for earthquake engineering applications, although the effects of welding or multi-axial stresses were not considered
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