skip to main content

Analisis Tegangan Regangan dan Defleksi pada Sambungan Balok-Kolom Beton Bertulang Menggunakan Beban Statik

*Hakas Prayuda scopus  -  Universitas Muhammadiyah Yogyakarta, Indonesia
Martyana Dwi Cahyati  -  Jurusan Teknik Sipil, Fakultas Teknik, Universitas Muhammadiyah Yogyakarta, Indonesia
Bagus Soebandono  -  Jurusan Teknik Sipil, Fakultas Teknik, Universitas Muhammadiyah Yogyakarta, Indonesia

Citation Format:
Abstract
Reinforced concrete is commonly used in any infrastructures. In building, it can be applied for beam and column separately, but the joints between those elements in this type of structure might be vulnerable due to the strength compared to the element itselft. In this study, some parameters namely ductility, stiffness, and energy dissipation of beam-column connection in precast concrete will be examined using finite element method. Six samples in this experiment are made considering some variations such as connection type in interior and exterios condition, round-shaped and rectanguler-shaped of column, and T-shaped and rectanguler-shaped of beam. Static loads were given in the middle of the beam and column so that the crack pattern can be obtained. From this experiment, it will be known the best and suitable joints by observing those three parmeters.

Note: This article has supplementary file(s).

Fulltext View|Download |  common.other
Revisi
Subject
Type Other
  Download (1MB)    Indexing metadata
 Research Results
Analisis Tegangan Regangan Dan Defleksi Pada Sambungan Balok Kolom Beton Bertulang Menggunakan Beban Statik
Subject Hasil Revisi
Type Research Results
  Download (1MB)    Indexing metadata
Keywords: Numerical analysis, beam-column, connection, precast concrete, abaqus cae

Article Metrics:

Last update:

  1. Proceedings of AWAM International Conference on Civil Engineering 2022—Volume 2

    Martyana Dwi Cahyati, Muhammad Rizki Fadillah, Risky Dwi Erlinda, Hakas Prayuda, Fanny Monika, Muhammad Mirza Abdillah Pratama. Lecture Notes in Civil Engineering, 385 , 2024. doi: 10.1007/978-981-99-6018-7_29

Last update: 2024-07-14 18:14:05

No citation recorded.