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All Journal MEDIA KOMUNIKASI TEKNIK SIPIL Rang Teknik Journal WAKTU: Jurnal Teknik UNIPA Community Development Journal: Jurnal Pengabdian Masyarakat JURNAL TEKNIK SIPIL UNAYA Journal Innovation of Civil Engineering (JICE) PROSIDING SEMINAR NASIONAL PENELITIAN DAN PENGABDIAN KEPADA MASYARAKAT (SNPPM) UNIVERSITAS MUHAMMADIYAH METRO
Rahma Nindya Ayu Hapsari
Universitas Negeri Semarang
Religion Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Public Health Transportation

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Journal : JURNAL TEKNIK SIPIL UNAYA

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Pola Deformasi Shear Connector Berdasarkan Pengaruh Variasi Panjang Dengan Permodelan Menggunakan Perangkat Lunak ANSYS 15.0 Rahma Nindya Ayu Hapsari; Adhe Verdianto Hidayat; Edrial Sulistiyo
Jurnal Teknik Sipil Unaya Vol 8, No 1 (2022): Januari 2022
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v8i1.2634

Abstract

Composite structure is a structure that consists of several materials with different material properties and forms a single unit with the aim of producing better composite properties. In order for the steel-concrete composite structure to work properly, a shear connector is needed that unites the steel beam and the concrete slab so that it does not shift. This study uses ANSYS 15.0. The simulation used is the Static Structural method with non-linear materials for both steel and concrete. The length variation observed for comparison is the length of the stud connector from 10 mm to 100 mm with a fixed stud diameter of 10 mm. The tendency of the deformation pattern that occurs in the stud connector is the occurrence of deformation in the form of vertical bending at the stud connection with the weld. The results of numerical analysis show that the addition of the diameter of the shear connector of the stud type affects the load capacity that the stud can withstand. The larger the diameter of the stud, the greater the load that can be carried. This is because along with the increase in the diameter of the stud, it causes the surface area to be loaded to increase, so that occurs the greater stress.
Co-Authors Adhe Verdianto Hidayat Agung Sutarto Agus Bambang Siswanto Amrita Winaya Shita Dewi Anak Agung Istri Sri Wiadnyani Ardiyan Adhi Wibowo Aulia Putri Lanjarsari Bambang Haryadi Budiono Joko Nugroho Dhony Priyo Suseno Dicky Nasokha Edrial Sulistiyo Fadli Bondan Sugiharta Ilham Nurhuda Joan Rafif Panduwijaya Khirza Faiz Dzikrillah Listiyono Budi Luthfiyyatus Sa'diyyah M. Faizal Ardhiansyah A. Monica Ayu Istianti Nicko Fadhil Muhammad Nuroji Nuroji Sholahudin, Farhan Syamsul Karim Syamsul Ma’arif Teguh Prihanto