covid
Buscar en
Ciência & Tecnologia dos Materiais
Toda la web
Inicio Ciência & Tecnologia dos Materiais J resistance curve behaviour of S355NL structural steel using the unloading comp...
Información de la revista
Vol. 27. Núm. 1.
Páginas 1-9 (enero - junio 2015)
Compartir
Compartir
Descargar PDF
Más opciones de artículo
Vol. 27. Núm. 1.
Páginas 1-9 (enero - junio 2015)
Acceso a texto completo
J resistance curve behaviour of S355NL structural steel using the unloading compliance technique
Visitas
2327
Miguel A.V. de Figueiredo
Autor para correspondencia
mfiguei@fe.up.pt

Corresponding author.
, Paulo M.S.T. de Castro
Faculdade de Engenharia da Universidade do Porto, Rua Dr. Roberto Frias, 4200-465 Porto, Portugal
Este artículo ha recibido
Información del artículo
Resumen
Bibliografía
Descargar PDF
Estadísticas
Abstract

Room temperature toughness measurements performed on 32mm thick flat surface and side grooved C(T) specimens of the S355NL structural steel are presented. As expected, stable ductile crack growth was observed during the tests and toughness characterization based on resistance curve (R curve) concepts was therefore used. The unloading compliance technique was chosen to estimate stable crack growth during the tests, and accurate load line displacement measurements were performed using a clip gage. Stress intensity factor and compliance calibrations as a function of crack length/width ratio, published by ASTM, were used to derive the J R-curve. The R-curve for the flat surface specimen is higher than for the grooved specimen. The estimated J at initiation of stable crack propagation is also higher for the flat surface specimen, although difference between the flat and grooved specimens is very small. Generally, a drop in fracture toughness was observed for the grooved specimens, as expected given its higher triaxiality. As an additional comparison of the two types of specimens, the maximum load J0,max value was obtained using the actuator displacement record. The maximum load measurements proved to be rather similar in both types of specimen.

Keywords:
Elasto-plastic fracture
Experimental Techniques
Resistance curve
Triaxiality.
El Texto completo está disponible en PDF
References
[1]
J.A. Begley, J.D. Landes.
‘The J integral as a fracture criterion’, in: ‘Fracture Toughness’, Proceedings of the 1971 National Symposium on Fracture Mechanics, Part II.
ASTM STP 514, American Society for Testing and Materials, (1972), pp. 1-20
[2]
J.D. Landes, J.A. Begley.
‘The effect of specimen geometry on Jic’, in: ‘Fracture Toughness’, Proceedings of the 1971 National Symposium on Fracture Mechanics, Part II.
ASTM STP 514, American Society for Testing and Materials, (1972), pp. 24-39
[3]
J.A. Begley, J.D. Landes.
‘Test results from J-integral studies: an attempt to establish a testing procedure’, in: Fracture Analysis.
ASTM STP 560, American Society for Testing and Materials, (1974), pp. 170-186
[4]
P.M.S.T. de Castro, J.C. Radon, L.E. Culver.
International Journal of Fatigue, 1 (1979), pp. 153
[5]
P.M.S.T. de Castro, J. Spurrier, P. Hancock.
International Journal of Fracture, 17 (1981), pp. 83
[6]
P.M.S.T. de Castro.
Engineering Fracture Mechanics, 19 (1984), pp. 341
[7]
ASTM E561-08, ‘Standard test method for K-R curve determination’, 2008, revised 2010.
[8]
ASTM E 399-08, ‘Standard test method for linear- elastic plane-strain fracture toughness KIc of metallic materials’, 2008.
[9]
ASTM E813-89E01, ‘Test method for JIC, a measure of fracture toughness’, withdrawn 1997.
[10]
ASTM E1737-96, ‘Test method for J integral characterization of fracture toughness’, withdrawn 1998.
[11]
ASTM E1820-09, ‘Standard test method for measurement of fracture toughness’, 2009.
[12]
BS 7448, ‘Fracture mechanics fracture toughness tests’, in 4 parts, various dates.
[13]
K.-H. Schwalbe, J. Heerens, U. Zerbst, H. Pisarski, M. Koçak.
‘EFAM GTP02 - the GKSS test procedure for determining fracture behavior of materials’.
GKSS report 2002/24, (2002),
[14]
J.A. Joyce.
‘Manual on elastic-plastic fracture: laboratory test procedure’.
ASTM Manual Series MNL, 27 (1996),
[15]
C.M.C. Albuquerque, R.M.C. Miranda, V. Richter- Trummer, M.A.V. de Figueiredo, R. Calçada, P.M.S.T. de Castro.
International Journal of Structural Integrity, 3 (2012), pp. 184
[16]
C. Thies, C. Albuquerque, S.M.O. Tavares, V. Richter- Trummer, M.A.V. Figueiredo, P.M.S.T. de Castro.
’A contribution to the characterization of the mechanical behavior of S355NL structural steel’, presented at the 1st International Conference of the International Journal of Structural Integrity, Porto, Portugal, June 25-28, (2012),
[17]
F.J. Loss.
‘Structural integrity of water reactor pressure boundary components: Progress report ending 30 November 1977’, NRL memorandum Report 3782, (May 1978),
[18]
C. Bao, L. Cai.
Acta Mechanica Solida Sinica, 24 (2011), pp. 144
[19]
C.S. Thies.
‘Contribution to the characterization of the mechanical behavior of a structural steel, MSc thesis.
Faculdade de Engenharia, Universidade do Porto, Portugal, March, (2012),
[20]
K.-H. Schwalbe, J. Heerens.
Fatigue an Fracture of Engineering Materials and Structures, 21 (1998), pp. 1259
[21]
M.E. Launey, D.C. Hofmann, J.-Y. Suh, H. Kozachkov, W.L. Johnson, R.O. Ritchie.
Applied Physics Letters, 94 (2009), pp. 241910
Opciones de artículo
es en pt

¿Es usted profesional sanitario apto para prescribir o dispensar medicamentos?

Are you a health professional able to prescribe or dispense drugs?

Você é um profissional de saúde habilitado a prescrever ou dispensar medicamentos