Back to Search
Start Over
Prediction of brittle fracture in notched specimens under cyclic loading
- Source :
- Journal of Constructional Steel Research. 162:105721
- Publication Year :
- 2019
- Publisher :
- Elsevier BV, 2019.
-
Abstract
- Brittle fractures in steel can have devastating effects during its use, such as the collapse of buildings during earthquakes. This paper describes the effects of cyclic loading on the occurrence of brittle fracture and presents a brittle fracture prediction method. Notched specimens of steels with low and high fracture toughness were tested under monotonic and cyclic loading. A cumulative ductility estimation method was developed to predict the occurrence of brittle fracture using the Coffin–Manson law and Miner's rule. This method is based on the empirical relationship between the ductility amplitude or Weibull stress and the number of cycles at brittle fracture. Cumulative damage theory was also used to consider different cyclic amplitudes. The proposed approach can be employed to predict cumulative ductility at brittle fracture and showed a relatively high correlation coefficient between the calculated and experimental results. In addition, this approach can be used to predict brittle fracture using data from samples with different toughness and notch shapes in a unified manner, unlike many previous methods.
- Subjects :
- Toughness
Materials science
business.industry
Metals and Alloys
020101 civil engineering
High fracture
02 engineering and technology
Building and Construction
Structural engineering
0201 civil engineering
Stress (mechanics)
020303 mechanical engineering & transports
Brittleness
0203 mechanical engineering
Mechanics of Materials
Cyclic loading
Composite material
business
Brittle fracture
Ductility (Earth science)
Civil and Structural Engineering
Weibull distribution
Subjects
Details
- ISSN :
- 0143974X
- Volume :
- 162
- Database :
- OpenAIRE
- Journal :
- Journal of Constructional Steel Research
- Accession number :
- edsair.doi...........c9d7ac201952771cf9a1906b24671189
- Full Text :
- https://doi.org/10.1016/j.jcsr.2019.105721