Article Per Year (5 Year)
p-Index From 2021 - 2026
0.562
P-Index
This Author published in this journals
All Journal Borneo Engineering: Jurnal Teknik Sipil Jurnal Pengabdian UNDIKMA
Dani Nugroho Saputro
Program Studi Teknik Sipil, Fakultas Teknik, Universitas Jenderal Soedirman
Religion Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Environmental Science Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Mathematics Nursing Public Health Social Sciences Other

Published : 2 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 2 Documents
Search

 1 
Finite Element Analysis of One-Way Hollow Plate Capacity with Bamboo Apus and Bamboo Petung Dani Nugroho Saputro; Arnie Widyaningrum; Agus Maryoto; Thomas Calvin Putro Sasongko
Borneo Engineering : Jurnal Teknik Sipil Volume 5 Nomor 1 Tahun 2021
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v5i1.1823

Abstract

Design capacity is one of the main parameters in the analysis of concrete slab behavior. In general, bent tests for concrete slab will be tested experimentally in the laboratory. However, it requires a lot of energy, cost, and a long time. For that we need a simulation approach with numerical methods that is the finite element method using ABAQUS program. The test object is a composite structure in the form of a one-way hollow plate with bamboo Apus and Petung as structural reinforcement, the test object is modeled in a 3D solid model with a concentrated load. Furthermore, material will be inputted their properties based on the result of experimental tests. Numerical analysis using ABAQUS shows similar collapse behavior with experimental analysis, yet the result of concrete slab capacity to the ultimate and the deflection indicates a difference in the value of the experimental tests. Tests with numerical and experimental methods, both concrete slab specimens with bamboo apus and petung produce a similar crack pattern, namely flexural shear crack. The maximum stress hollow concrete slab bamboo apus +17.71 Mpa and bamboo petung +23.2 Mpa
Pelatihan Dasar Pengoperasian Building Information Modeling (BIM) Tekla Structures bagi Guru SMK Teknik Bangunan di Kabupaten Banyumas Dani Nugroho Saputro; Gandjar Pamudji; Nor Intang Setyo Hermanto; Arnie Widyaningrum
Jurnal Pengabdian UNDIKMA Vol. 2 No. 2 (2021): November
Publisher : LPPM Universitas Pendidikan Mandalika (UNDIKMA)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33394/jpu.v2i2.4217

Abstract

This community service activity is intended to provide knowledge updates to Building Engineering Vocational High School teachers regarding the operation of the Tekla Structures BIM, where Tekla Structures is one of the tools of BIM, especially 3D drawings, detailing and material quantity. The method used is to analyze the needs of partners, lectures, discussions, and demonstrations. The participants of the activity, apart from the Building Vocational High School teachers in Banyumas, were also attended by representatives of several Subject Course Teacher Conferences (MGMP) throughout Central Java. Based on the evaluation of the activities, as many as 88.7% of participants had understood the concept of BIM after participating in this activity, participants welcomed and enthusiastically related to the development of learning by always following technological developments, especially in the construction sector.
Co-Authors Agus Maryoto Gandjar Pamudji Nor Intang Setyo Hermanto Thomas Calvin Putro Sasongko Widyaningrum, Arnie