Abstract:The project has been concerned with the verification of the J-philosophy for initiation and growth of cracks on laboratory type specimens as well as on larger surface cracked plates. The analysis of the experiments involved extensive fully three-dimensional finite element calculations. It was found that the.initiation events for the six surface cracked plates occurred at approximately the same J-value. A corksponding relation to the laboratory type specimen was less successful, mainly because of the short-comi… Show more
“…All the experiments on this material taken from a decommissioned 20-year old chemical reactor were performed at room temperature, which falls in the middle of the DBT interval determined from Charpy tests (Nilsson et al 1992). The tensile properties of the material were: σ Y = 300 MPa, UTS = 530 MPa.…”
Section: Fracture Toughness Of 2¼ Cr -1 Mo Steelmentioning
Both scientists and engineers are very much concerned with the study of ductileto-brittle transition (DBT) in ferritic steels. For historical reasons the Charpy impact test remains widely used in the industry as a quality control tool to determine the DBT temperature. The transition between the two failure modes, i.e. brittle cleavage at low temperature and ductile fracture at the upper shelf occurs also at low loading rate in fracture toughness tests. Recent developments have been made in the understanding of the micromechanisms controlling either cleavage fracture in BCC metals or ductile rupture by cavity nucleation, growth and coalescence. Other developments have also been made in numerical tools such as the finite element (FE) method incorporating sophisticated constitutive equations and damage laws to simulate ductile crack growth (DCG) and cleavage fracture. Both types of development have thus largely contributed to modeling DBT occurring either in impact tests or in fracture toughness tests. This constitutes the basis of a modern methodology to investigate fracture, which is the so-called local approach to fracture. In this study the micromechanisms of brittle cleavage fracture and ductile rupture are firstly shortly reviewed. Then the transition between both modes of failure is investigated. It is shown that the DBT behavior observed in impact tests or in fracture toughness specimens can be reasonably well predicted using modern theories on brittle and ductile fracture in conjunction with FE numerical simulations. The review includes a detailed study of a number of metallurgical parameters contributing to the variation of the DBT temperature. Two main types of steels are considered : (i) quenched and tempered bainitic and martensitic steels used in the fabrication of pressurized water reactors, and (ii) modern high-toughness line-pipe steels obtained by chemical variations and optimized hot-rolling conditions. An attempt is also made to underline the research areas which remain to be explored for improving the strength-toughness compromise in the development of steels.
“…All the experiments on this material taken from a decommissioned 20-year old chemical reactor were performed at room temperature, which falls in the middle of the DBT interval determined from Charpy tests (Nilsson et al 1992). The tensile properties of the material were: σ Y = 300 MPa, UTS = 530 MPa.…”
Section: Fracture Toughness Of 2¼ Cr -1 Mo Steelmentioning
Both scientists and engineers are very much concerned with the study of ductileto-brittle transition (DBT) in ferritic steels. For historical reasons the Charpy impact test remains widely used in the industry as a quality control tool to determine the DBT temperature. The transition between the two failure modes, i.e. brittle cleavage at low temperature and ductile fracture at the upper shelf occurs also at low loading rate in fracture toughness tests. Recent developments have been made in the understanding of the micromechanisms controlling either cleavage fracture in BCC metals or ductile rupture by cavity nucleation, growth and coalescence. Other developments have also been made in numerical tools such as the finite element (FE) method incorporating sophisticated constitutive equations and damage laws to simulate ductile crack growth (DCG) and cleavage fracture. Both types of development have thus largely contributed to modeling DBT occurring either in impact tests or in fracture toughness tests. This constitutes the basis of a modern methodology to investigate fracture, which is the so-called local approach to fracture. In this study the micromechanisms of brittle cleavage fracture and ductile rupture are firstly shortly reviewed. Then the transition between both modes of failure is investigated. It is shown that the DBT behavior observed in impact tests or in fracture toughness specimens can be reasonably well predicted using modern theories on brittle and ductile fracture in conjunction with FE numerical simulations. The review includes a detailed study of a number of metallurgical parameters contributing to the variation of the DBT temperature. Two main types of steels are considered : (i) quenched and tempered bainitic and martensitic steels used in the fabrication of pressurized water reactors, and (ii) modern high-toughness line-pipe steels obtained by chemical variations and optimized hot-rolling conditions. An attempt is also made to underline the research areas which remain to be explored for improving the strength-toughness compromise in the development of steels.
“…It should also be mentioned that h is rather uniform over a large part of the crack front in the CT specimen, though drastically decreasing when approaching the side groove (2]z[/BN --+ 1).…”
Section: A Comparison Between Jd and If For A Ct-specimenmentioning
confidence: 99%
“…The first two conditions, (2) and (3), ensure that the elastic unloading and the non-proportional plastic loading associated with crack advance will take place in a zone characterized by J. The first two conditions, (2) and (3), ensure that the elastic unloading and the non-proportional plastic loading associated with crack advance will take place in a zone characterized by J.…”
Section: Basic Concepts and Problem Definitionmentioning
confidence: 99%
“…This material has been the main material in a large Nordic cooperation project [29] and also in [1]- [2]. This material has been the main material in a large Nordic cooperation project [29] and also in [1]- [2].…”
Section: Materials and Experimental Proceduresmentioning
confidence: 99%
“…This material has been the main material in a large Nordic cooperation project [29] and also in [1]- [2]. 2 in [2]). The test temperature in the present study was 60 ° C, at which the material is expected to exhibit fully ductile behaviour (cf.…”
Section: Materials and Experimental Proceduresmentioning
Fracture mechanics tests have been performed in the upper shelf region of a steel on large surface cracked plate (SCT) specimens and on small compact tension (CT) specimens. Some of the SCT specimens were subjected to combined tension and bending in such a way that the loading was strongly non-proportional. Crack growth characteristics were compared between the specimens in order to assess possible influences of geometry and nonproportional loading. The differences observed could unambiguously be reduced to and correlated with differences in constraint. Constraint parameters were evaluated by detailed three-dimensional finite element computations and quantities for growing cracks were interpreted on the basis of deformation theory considerations, in analogy with the commonly used Jn-philosophy. It was noted that the initiation of ductile crack growth along a threedimensional crack front appears to be independent of the degree of local constraint. However, the increase in toughness for a growing crack was markedly affected by the degree of local constraint. Some estimates of the constraints effects regarding stability considerations were also made.
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