Source: Structural Concrete. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, CISALHAMENTO, ESTRUTURAS
ABNT
SOUSA, Alex Micael Dantas de et al. Failure mechanism and resistance predictions for one-way slabs in transition between shear and punching coupling linear elastic finite element analyses with critical shear crack theory-based models. Structural Concrete, p. 1-29, 2026Tradução . . Disponível em: http://dx.doi.org/10.1002/suco.70546. Acesso em: 04 maio 2026.APA
Sousa, A. M. D. de, Lantsoght, E. O. L., Setiawan, A., & El Debs, M. K. (2026). Failure mechanism and resistance predictions for one-way slabs in transition between shear and punching coupling linear elastic finite element analyses with critical shear crack theory-based models. Structural Concrete, 1-29. doi:10.1002/suco.70546NLM
Sousa AMD de, Lantsoght EOL, Setiawan A, El Debs MK. Failure mechanism and resistance predictions for one-way slabs in transition between shear and punching coupling linear elastic finite element analyses with critical shear crack theory-based models [Internet]. Structural Concrete. 2026 ; 1-29.[citado 2026 maio 04 ] Available from: http://dx.doi.org/10.1002/suco.70546Vancouver
Sousa AMD de, Lantsoght EOL, Setiawan A, El Debs MK. Failure mechanism and resistance predictions for one-way slabs in transition between shear and punching coupling linear elastic finite element analyses with critical shear crack theory-based models [Internet]. Structural Concrete. 2026 ; 1-29.[citado 2026 maio 04 ] Available from: http://dx.doi.org/10.1002/suco.70546
