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Luan C. Trinh ORCID

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Nguyen, Ngoc-Duong / Nguyen, Thien-Nhan / Trinh, Luan C. / Nguyen, Trung-Kien: A higher-order shear deformation theory and modified couple stress theory for size-dependent analysis of porous microbeams resting on the foundation. In: International Journal of Structural Stability and Dynamics.

    https://doi.org/10.1142/s0219455424501827

  2. Ansari, Quaiyum M. / Zucco, Giovanni / Trinh, Luan C. / Weaver, Paul M. (2023): Compression buckling of elastically supported cylindrical shells with Bend/Twist coupling. In: Composite Structures, v. 309 (April 2023).

    https://doi.org/10.1016/j.compstruct.2023.116691

  3. Ansari, Quaiyum M. / Trinh, Luan C. / Zucco, Giovanni / Weaver, Paul M. (2021): Effect of elastic support on the linear buckling response of quasi-isotropic cylindrical shells under axial compression. In: Engineering Structures, v. 244 (Oktober 2021).

    https://doi.org/10.1016/j.engstruct.2021.112796

  4. Ansari, Quaiyum M. / Zucco, Giovanni / Trinh, Luan C. / Weaver, Paul M. (2021): Design considerations for composite cylindrical shells on elastic foundations subject to compression buckling. In: Composite Structures, v. 258 (Februar 2021).

    https://doi.org/10.1016/j.compstruct.2020.113176

  5. Trinh, Luan C. / Vo, Thuc P. / Osofero, Adelaja I. / Lee, Jaehong (2016): Fundamental frequency analysis of functionally graded sandwich beams based on the state space approach. In: Composite Structures, v. 156 (November 2016).

    https://doi.org/10.1016/j.compstruct.2015.11.010

  6. Trinh, Luan C. / Nguyen, Hoang X. / Vo, Thuc P. / Nguyen, Trung-Kien (2016): Size-dependent behaviour of functionally graded microbeams using various shear deformation theories based on the modified couple stress theory. In: Composite Structures, v. 154 (Oktober 2016).

    https://doi.org/10.1016/j.compstruct.2016.07.033

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