Submission Guidelines

7th International Symposium on Solid Mechanics

Abstract submission

Extended Abstracts must be submitted by using the ABCM web-based conference management system (https://www.sistema.abcm.org.br) and select MECSOL 2019.

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Please note that the submitting author and all the co-authors must be registered to the management system. The extended abstract should not exceed 4 (four) pages and must include formulation and results. The submissions must be made by filling in the fields found under the option “Submissions” in the author’s area.

 

Full manuscript submission

As the author receive the evaluation of your abstract(s), it is mandatory to submit the full manuscript, considering the corrections/suggestions pointed by the reviewer(s). Otherwise, your work will be excluded from the ABCM system. Full manuscript must be submitted by using the ABCM web-based conference management system and select MECSOL 2019.

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Please note that the submitting author and all the co-authors must be registered to the management system. The full manuscript should not exceed 10 (ten) pages and must include formulation and results. The authors should write the full manuscript following the format established by the template. The submissions must be made by filling in the fields found under the option “Submissions” in the author’s area.

 

Templates:

 

Topics of interest

The following thematic areas have been defined within the scope of MECSOL 2019. While submitting their abstracts, authors must select the area that best matches the content of their papers.

  • Fatigue and Failure Analyses
  • Composite Materials and Structures
  • Elasticity, Plasticity, Damage and Fracture Mechanics: Models, Experiments and Applications
  • Viscoelasticity and Viscoplasticity: Models, Experiments and Applications
  • Impact Engineering
  • Structural Reliability Methods and Reliability-Based Design Optimization
  • Optimization of Materials, Fluids and Structures
  • Numerical Methods: FEM, XFEM, GFEM, BEM and other methods
  • Nonlinear Analyses: Buckling, Post-Buckling and Contact Analyses