المؤلفون: Serafini, Ramoel, Rodríguez Agra, Ronney, Bitencourt Jr., Luís A.G., Fuente Antequera, Albert de la, Domingues de Figueiredo, Antonio

المساهمون: Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental, Universitat Politècnica de Catalunya. EC - Enginyeria de la Construcció

مصطلحات موضوعية: Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó, Fiber-reinforced concrete--Testing, Pullout, Bond-slip response, Hooked-end steel fibers, Elevated temperatures, Numerical simulation, Construcció en formigó armat amb fibres d'acer

وصف الملف: application/pdf

Relation: https://www.sciencedirect.com/science/article/pii/S0263822320328427; Serafini, R. [et al.]. Bond-slip response of steel fibers after exposure to elevated temperatures: experimental program and design-oriented constitutive equation. "Composite structures", 2021, vol. 255, p. 112916:1-112916:17.; https://www.researchgate.net/publication/344259669_Bond-slip_response_of_steel_fibers_after_exposure_to_elevated_temperatures_Experimental_program_and_design-oriented_constitutive_equation; http://hdl.handle.net/2117/334128

الاتاحة: http://hdl.handle.net/2117/334128
https://www.researchgate.net/publication/344259669_Bond-slip_response_of_steel_fibers_after_exposure_to_elevated_temperatures_Experimental_program_and_design-oriented_constitutive_equation
https://doi.org/10.1016/j.compstruct.2020.112916

المؤلفون: Rocha, Thais da S., Cardoso, Daniel C.T., Bitencourt Jr., Luís A.G.

المساهمون: Pontifícia Universidade Católica do Rio de Janeiro, Coordenação de Aperfeiçoamento de Pessoal de Nível Superior, Conselho Nacional de Desenvolvimento Científico e Tecnológico, Fundação Carlos Chagas Filho de Amparo à Pesquisa do Estado do Rio de Janeiro

المصدر: Construction and Building Materials ; volume 384, page 131491 ; ISSN 0950-0618

الاتاحة: http://dx.doi.org/10.1016/j.conbuildmat.2023.131491
https://api.elsevier.com/content/article/PII:S0950061823012047?httpAccept=text/xml
https://api.elsevier.com/content/article/PII:S0950061823012047?httpAccept=text/plain

المؤلفون: Maedo, Michael, Manzoli, Osvaldo, Bitencourt Jr., Luis, Rodrigues, Eduardo

مصطلحات موضوعية: Solid finite elements with high aspect ratio, Tensile damage model, Quasi-brittle materials, Crack growth, Strong discontinuities

وصف الملف: application/pdf

Relation: 3rd International Conference on Mechanical Models in Structural Engineering, 373-384. Sevilla, España : CMMoST 2015

الاتاحة: https://idus.us.es/xmlui/handle/11441/36275

المؤلفون: Maedo, Michael, Manzoli, Osvaldo, Bitencourt, Jr. Luis, Rodrigues, Eduardo, Cardiel, V. C., Perez, A. S., Montes, E. H., Martin, LMG, Pulido, MDG

المساهمون: Universidade Estadual Paulista (UNESP)

مصطلحات موضوعية: solid finite elements with high aspect ratio, tensile damage model, quasi-brittle materials, crack growth, strong discontinuities

وصف الملف: 373-384

Relation: 3rd International Conference On Mechanical Models In Structural Engineering (cmmost 2015); 3rd International Conference On Mechanical Models In Structural Engineering (cmmost 2015). Seville: Univ Sevilla, p. 373-384, 2015.; http://hdl.handle.net/11449/159443; WOS:000396714800029; 7901652737291917; orcid:0000-0001-9004-7985

الاتاحة: http://hdl.handle.net/11449/159443

المؤلفون: Ribeiro, Maria, Monte, Renata, Manzoli, Osvaldo, Bitencourt Jr, Luís A. G.

المصدر: SSRN Electronic Journal ; ISSN 1556-5068

الاتاحة: http://dx.doi.org/10.2139/ssrn.4067099

المؤلفون: Rodrigues, Eduardo A., Manzoli, Osvaldo L., Bitencourt Jr., Luís A.G., Bittencourt, Túlio N.

المساهمون: Universidade Estadual Paulista (UNESP)

مصطلحات موضوعية: 2D mesoscale analysis, Concrete crack analysis, Interface solid finite elements, Interfacial transition zone, Tension damage model

وصف الملف: 112-124

Relation: International Journal of Solids and Structures; 1,295; http://dx.doi.org/10.1016/j.ijsolstr.2016.05.004; International Journal of Solids and Structures, v. 94-95, p. 112-124.; http://hdl.handle.net/11449/169077; 2-s2.0-84993959466; 2-s2.0-84993959466.pdf; 7901652737291917; orcid:0000-0001-9004-7985

الاتاحة: http://hdl.handle.net/11449/169077
https://doi.org/10.1016/j.ijsolstr.2016.05.004

المؤلفون: Rodrigues, Eduardo A., Manzoli, Osvaldo L., Bittencourt, Túlio N., Bitencourt Jr., Luís A.G., Dos Prazeres, Plínio G.C.

المساهمون: Universidade Estadual Paulista (UNESP)

مصطلحات موضوعية: Damage model, Nonlinear analysis, Reinforced concrete, Rotation capacity, Size-scale effects, Drucker-prager criterions, Finite-element approach, Plastic rotation capacity, Reinforced concrete beams, Tension and compression, Concrete beams and girders, Concrete buildings, Concrete construction, Concretes, Cracks, Forecasting, Fracture mechanics, Trusses, Finite element method

وصف الملف: 1575-1583

Relation: Proceedings of the 8th International Conference on Fracture Mechanics of Concrete and Concrete Structures, FraMCoS 2013; Proceedings of the 8th International Conference on Fracture Mechanics of Concrete and Concrete Structures, FraMCoS 2013, p. 1575-1583.; http://hdl.handle.net/11449/75982; 2-s2.0-84879901933; 7901652737291917; orcid:0000-0001-9004-7985

الاتاحة: http://hdl.handle.net/11449/75982

المؤلفون: Buttignol, Thomaz E.T., Bitencourt Jr, Luís A.G.

المساهمون: Politecnico di Milano, Conselho Nacional de Desenvolvimento Científico e Tecnológico, Universidade Estadual de Campinas, Fundo de Apoio ao Ensino, à Pesquisa e Extensão, Universidade Estadual de Campinas

المصدر: Fire Safety Journal ; volume 126, page 103484 ; ISSN 0379-7112

الاتاحة: http://dx.doi.org/10.1016/j.firesaf.2021.103484
https://api.elsevier.com/content/article/PII:S0379711221002265?httpAccept=text/xml
https://api.elsevier.com/content/article/PII:S0379711221002265?httpAccept=text/plain

المؤلفون: Rodrigues, Eduardo A., Gimenes, Marcela, Bitencourt Jr., Luís A.G., Manzoli, Osvaldo L.

المصدر: Construction and Building Materials ; volume 267, page 121040 ; ISSN 0950-0618

الاتاحة: http://dx.doi.org/10.1016/j.conbuildmat.2020.121040
https://api.elsevier.com/content/article/PII:S0950061820330440?httpAccept=text/xml
https://api.elsevier.com/content/article/PII:S0950061820330440?httpAccept=text/plain

المؤلفون: Trindade, Yasmin T., Bitencourt Jr., Luís A.G., Monte, Renata, de Figueiredo, Antonio D., Manzoli, Osvaldo L.

المساهمون: Universidade Estadual Paulista (UNESP)

مصطلحات موضوعية: EN 14651, Experimental tests, Numerical modeling, Post-cracking behavior, SFRC, Three-point bending test

Relation: Composite Structures; http://dx.doi.org/10.1016/j.compstruct.2020.112078; Composite Structures, v. 241.; http://hdl.handle.net/11449/198551; 2-s2.0-85079843810

الاتاحة: http://hdl.handle.net/11449/198551
https://doi.org/10.1016/j.compstruct.2020.112078

المؤلفون: Trindade, Yasmin T., Bitencourt Jr., Luís A.G., Manzoli, Osvaldo L.

المصدر: Composite Structures ; volume 241, page 112079 ; ISSN 0263-8223

الاتاحة: http://dx.doi.org/10.1016/j.compstruct.2020.112079
https://api.elsevier.com/content/article/PII:S0263822319325474?httpAccept=text/xml
https://api.elsevier.com/content/article/PII:S0263822319325474?httpAccept=text/plain

المؤلفون: Rodrigues, Eduardo A., Manzoli, Osvaldo L., Bittencourt, Túlio N., Bitencourt Jr., Luís A.G., Dos Prazeres, Plínio G.C.

المساهمون: Universidade Estadual Paulista (UNESP)

مصطلحات موضوعية: Damage model, Nonlinear analysis, Reinforced concrete, Rotation capacity, Size-scale effects, Drucker-prager criterions, Finite-element approach, Plastic rotation capacity, Reinforced concrete beams, Tension and compression, Concrete beams and girders, Concrete buildings, Concrete construction, Concretes, Cracks, Forecasting, Fracture mechanics, Trusses, Finite element method

Relation: Proceedings of the 8th International Conference on Fracture Mechanics of Concrete and Concrete Structures, FraMCoS 2013; Proceedings of the 8th International Conference on Fracture Mechanics of Concrete and Concrete Structures, FraMCoS 2013, p. 1575-1583.; http://hdl.handle.net/11449/75982; http://acervodigital.unesp.br/handle/11449/75982; 2-s2.0-84879901933

الاتاحة: http://acervodigital.unesp.br/handle/11449/75982
http://hdl.handle.net/11449/75982