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International Journal for Multiscale Computational Engineering

Publicado 6 números por año

ISSN Imprimir: 1543-1649

ISSN En Línea: 1940-4352

The Impact Factor measures the average number of citations received in a particular year by papers published in the journal during the two preceding years. 2017 Journal Citation Reports (Clarivate Analytics, 2018) IF: 1.4 To calculate the five year Impact Factor, citations are counted in 2017 to the previous five years and divided by the source items published in the previous five years. 2017 Journal Citation Reports (Clarivate Analytics, 2018) 5-Year IF: 1.3 The Immediacy Index is the average number of times an article is cited in the year it is published. The journal Immediacy Index indicates how quickly articles in a journal are cited. Immediacy Index: 2.2 The Eigenfactor score, developed by Jevin West and Carl Bergstrom at the University of Washington, is a rating of the total importance of a scientific journal. Journals are rated according to the number of incoming citations, with citations from highly ranked journals weighted to make a larger contribution to the eigenfactor than those from poorly ranked journals. Eigenfactor: 0.00034 The Journal Citation Indicator (JCI) is a single measurement of the field-normalized citation impact of journals in the Web of Science Core Collection across disciplines. The key words here are that the metric is normalized and cross-disciplinary. JCI: 0.46 SJR: 0.333 SNIP: 0.606 CiteScore™:: 3.1 H-Index: 31

Indexed in

Analytical and Numerical Study of the Size Effect on the Failure Response of Hierarchical Structures

Volumen 6, Edición 4, 2008, pp. 339-348
DOI: 10.1615/IntJMultCompEng.v6.i4.50
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SINOPSIS

Recent interests in developing bio-inspired structures necessitate a better understanding of the onset and evolution of failure in hierarchical structures. With the use of different constitutive models, analytical and numerical studies are performed to explore the size effect on the structural failure response of bar members in a parallel arrangement. It is found from the analytical and numerical results that the shorter the member, the more likely for stable softening to occur if there is only one member in the system, and that the larger the member number in the system, the more energy dissipation is associated with the postlimit regime.

CITADO POR
  1. Dai Hui-Hui, Zhu Xiaowu, Chen Zhen, An Analytical Study on the Post-Peak Structural Response, Journal of Applied Mechanics, 78, 4, 2011. Crossref

  2. Chen Zhen, Jiang Shan, Gan Yong, The “Inverse Hall-Petch” effect on the impact response of single crystal copper, Acta Mechanica Sinica, 28, 4, 2012. Crossref

  3. Altai Saif, Orton Sarah, Chen Zhen, Effect of the Post-Peak Behavior on Collapse of Structural Systems, Structures Congress 2019, 2019. Crossref

  4. Dong Hangyu, Zhu Wancheng, Hou Chen, Liu Xige, Load Transfer Behavior During Cascading Pillar Failure: An Experimental Study, Rock Mechanics and Rock Engineering, 55, 3, 2022. Crossref

  5. Altai Saif, Orton Sarah, Chen Zhen, Evolution of Localization Length during Postpeak Response of Steel in Tension: Experimental Study, Journal of Engineering Mechanics, 146, 7, 2020. Crossref

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