The effect of toughness on the failure of high and very high strength structural steels in the elasto-plastic and fully plastic range

Información del proyecto

Identificador del acuerdo de subvención: 7210-KE-120

Proyecto cerrado

Fecha de inicio 1 Julio 1987

Fecha de finalización 30 Junio 1990

Financiado con arreglo a

• Medium-term guidelines (ECSC) "technical steel research", 1986-1990

Coste total

€ 585 500,00

Aportación de la UE

€ 351 300,00

Coordinado por

Rheinisch-Westfälische Technische Hochschule Aachen (RWTH)
Germany

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Publicaciones

Other (1)

Investigations into the influence of the toughness on the failure behaviour of high strength steels in the elastic-plastic and fully plastic range on the basis of wide plate tests

Autores: LIESSEM A (Institut für Eisenhüttenkunde, Rheinisch-Westfälische Technische Hochschule, Aachen (DE)), DAHL W (Institut für Eisenhüttenkunde, Rheinisch-Westfälische Technische Hochschule, Aachen (DE))
Publicado en: EUR 13954 DE (1992) 149 pp., FS, ECU 13.75 (euroabstract 30/1114), 1992, Página(s) 149, ISBN 92-826-3689-5

Resultados aprovechables

The failure behaviour of high strength steels

Within this research project 9 steels of varying strength and toughness have been investigated by different test procedures in order to examine differences in the failure behaviour of high strength steels. A major topic was the investigation concerning the influence of temperature on the deformation and failure behaviour of wide plates in the elastic plastic range and fully plastic range. It was shown that, with increasing strength, stable crack extension appears below the plastic collapse load. In addition, the influence of the amount of elastic energy which is available for the occurrence of fracture was investigated. It became clear that with decreasing stiffness the values of fracture strain declined visibly. Furthermore, safety concepts of fracture were examined with regard to their applicability to high strength steels. The statements about safety extend from gross estimations by the crack tip opening displacement (CTOD) design curve approach to exact predictions using finite element (FE) calculations.