Thick section S690 QT steel is modelled with a modified multibarrier model that is based on the weakest-link mechanism. Segregation bands are modelled as discrete layers which have different grain size, yield properties, and local fracture parameters from outside of the bands. The results show that embrittlement from segregation bands can only be adequately reflected if the inhomogeneities of the fracture parameters are accounted for. The present methodology quantitively captures the cooperation of complex microstructural features in cleavage and can facilitate the trade-off between the effects of various microstructural parameters in toughness control.Team Vera PopovichTeam Jilt SietsmaShip Hydromechanics and Structure
The fracture response of mild steel in the domain of brittle behavior, i.e., the cleavage range, has...
For structural assessment and optimal design of thick-section high-strength steels in applications u...
The local approach has been successful in evaluating the brittle fracture probability of nuclear pre...
Multi-barrier cleavage models consider cleavage fracture which is characterized by a series of micro...
The critical variables affecting the cleavage fracture of steels are rather well known. In this work...
International audienceBrittle cleavage fracture remains one of the major concerns for structural int...
The use of materials in increasingly severe service conditions raises concerns about structural safe...
The through-thickness heterogeneous microstructure of thick-section high strength steels is responsi...
Despite efficient computational capability of phenomenological macromechanical models to predict cle...
The critical variables affecting the cleavage fracture of steels are rather well known. In this work...
Study of the cleavage behavior of heat treated S690 steel by a microstructure-based approach combine...
This paper addresses issues relating to the treatment of distributions of tensile strength, local cl...
It is a conventional practice to adopt Weibull statistics with a modulus of 4 for characterizing the...
AbstractPrevention of brittle crack propagation as well as crack initiation is essential as “double ...
The paper presents and applies a local approach to correlate the fracture behavior of a notched and ...
The fracture response of mild steel in the domain of brittle behavior, i.e., the cleavage range, has...
For structural assessment and optimal design of thick-section high-strength steels in applications u...
The local approach has been successful in evaluating the brittle fracture probability of nuclear pre...
Multi-barrier cleavage models consider cleavage fracture which is characterized by a series of micro...
The critical variables affecting the cleavage fracture of steels are rather well known. In this work...
International audienceBrittle cleavage fracture remains one of the major concerns for structural int...
The use of materials in increasingly severe service conditions raises concerns about structural safe...
The through-thickness heterogeneous microstructure of thick-section high strength steels is responsi...
Despite efficient computational capability of phenomenological macromechanical models to predict cle...
The critical variables affecting the cleavage fracture of steels are rather well known. In this work...
Study of the cleavage behavior of heat treated S690 steel by a microstructure-based approach combine...
This paper addresses issues relating to the treatment of distributions of tensile strength, local cl...
It is a conventional practice to adopt Weibull statistics with a modulus of 4 for characterizing the...
AbstractPrevention of brittle crack propagation as well as crack initiation is essential as “double ...
The paper presents and applies a local approach to correlate the fracture behavior of a notched and ...
The fracture response of mild steel in the domain of brittle behavior, i.e., the cleavage range, has...
For structural assessment and optimal design of thick-section high-strength steels in applications u...
The local approach has been successful in evaluating the brittle fracture probability of nuclear pre...