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All Journal JURNAL BIOMEDIK Journal of Engineering and Technological Sciences Jurnal Teknik Sipil Jurnal Matematika Sains dan Teknologi Jurnal Ilmiah Rekayasa Sipil MIZAN, Jurnal Ilmu Hukum Juriti Prima (Jurnal Ilmiah Teknik Industri Prima) Jurnal Rekayasa Infrastruktur
Bambang Budiono
Prodi Teknik Sipil, Fakultas Teknik Sipil dan Lingkungan - Institut Teknologi Bandung, Jl. Ganesa 10 Bandung.
Religion Agriculture, Biological Sciences & Forestry Biochemistry, Genetics & Molecular Biology Civil Engineering, Building, Construction & Architecture Computer Science & IT Economics, Econometrics & Finance Engineering Health Professions Industrial & Manufacturing Engineering Law, Crime, Criminology & Criminal Justice Mathematics Public Health Social Sciences Transportation Other

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Journal : Journal of Engineering and Technological Sciences

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Non-linear Numerical Modeling of Partially Pre-stressed Beam-column Sub-assemblages Made of Reactive Powder Concrete Budiono, Bambang; Nurjannah, Siti Aisyah; Imran, Iswandi
Journal of Engineering and Technological Sciences Vol 51, No 1 (2019)
Publisher : ITB Journal Publisher, LPPM ITB

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1463.773 KB) | DOI: 10.5614/j.eng.technol.sci.2019.51.1.3

Abstract

Three partially pre-stressed interior beam-column sub-assemblages (SI) and two partially pre-stressed exterior beam-column sub-assemblages (SE) made of reactive powder concrete as test specimens were numerically modeled using a finite element program. The objective of this study was to investigate the behavior of the SI and SE numerical models. The numerical model inputs were: material data, details of test specimen dimensions, and test specimen reinforcements. The numerical models were subjected to the same loads as those applied experimentally. The numerical modeling results were hysteretic and backbone curves and stress distribution contours. The numerical model outputs showed good similarity with the experimental results. The stress distribution contours of the numerical models correlated with the crack patterns in the joint zone of the test specimens. The behavior of the SI numerical models differed from the SE numerical models due to various stresses on the beam plastic joints and the joint zones.
Co-Authors Afied Syahroni, Afied Alice I. Supit Ananta Sofwan Andhi Purabaya Andri Setiawan Anindyajati, Gina Ari Zaqi Al-Faritzy Awal Surono, Awal Enita Suardi Iswandi Imran Ivindra Pane Janry A. Pangemanan Kurdi Kurdi Loretta C Wangko Loretta C. Wangko Made Suarjana Marshell Luntungan Muslinang Moestopo Nidiasari, Nidiasari Nurbaedah, Nurbaedah Reginald L Lefrandt Reginald L. Lefrandt Riawan Gunadi Ricky Parulian Malau, Ricky Parulian Ruddy Kurniawan Siti Aisyah Nurjannah, Siti Aisyah Suharwanto Suharwanto Titik Penta Artiningsih Yurisman Yurisman