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All Journal Transmisi: Jurnal Ilmiah Teknik Elektro Jurnal Kedokteran Brawijaya Inovisi Animal Agricultural Journal JURNAL ADMINISTRASI BISNIS Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Jurnal Ilmiah Mahasiswa FEB TEKNOLOGI INFORMASI Teras Jurnal Edukasi: Jurnal Pendidikan Jurnal Ilmiah Universitas Batanghari Jambi Li Falah: Jurnal Studi Ekonomi dan Bisnis Islam Syariah: Jurnal Hukum dan Pemikiran AGRIPEAT Khazanah Sosial Journal of Integrated Agribusiness Jurnal Persatuan Perawat Nasional Indonesia (JPPNI) Enrichment : Journal of Management MOTIVECTION : Journal of Mechanical, Electrical and Industrial Engineering AS-SABIQUN: Jurnal Pendidikan Islam Anak Usia Dini Airlangga Journal of Innovation Management Extrapolasi Jurnal PIKMA : Publikasi Ilmu komunikasi Media dan Cinema Fruitset Sains : Jurnal Pertanian Agroteknologi Jurnal Bina Bangsa Ekonomika Dulang: Jurnal Pengabdian Kepada Masyarakat Mudabbir: Journal Research and Education Studies International Journal Administration, Business & Organization Islam Realitas: Journal of Islamic and Social Studies Abdimas Indonesian Journal Journal of Artificial Intelligence and Digital Business IWJ : Inland Waterways Journal Jurnal Mahasiswa Entrepreneur Jurnal Administrasi Bisnis Journal of International Surgery and Clinical Medicine Jurnal Multidisipliner Kapalamada Tashdiq: Jurnal Kajian Agama dan Dakwah Management Studies and Business Journal Journal Of Sport Education, Coaching, And Health Indonesian Journal of Interdisciplinary Islamic Studies (IJIIS) Abdurrauf Journal of Community Service Welfare: Jurnal Pengabdian Masyarakat Jurnal Gladiator Pena Emas ABDI DALEM: Jurnal Pengabdian Kepada Masyarakat Al-Khazin: Jurnal Pendidikan Agama Islam
Ilham Akbar
Jurusan Teknik Elektro, Universitas Diponegoro Semarang Jl. Prof. Sudharto, SH, Kampus UNDIP Tembalang, Semarang 50275, Indonesia
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Pengaruh Penambahan Tulangan Vertikal Pada Perkuatan Balok Beton Bertulang Dengan Menggunakan Metode Deep Embedment Akbar, Ilham; Ridwan, Ridwan; Ikhsan, Muhammad
Teras Jurnal : Jurnal Teknik Sipil Vol. 13 No. 2 (2023): Volume 13 Nomor 2, September 2023
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v13i2.960

Abstract

Abstrak Kapasitas beban struktur beton bertulang eksisting seringkali tidak mencukupi untuk memenuhi standar saat ini. Hal ini dikarenakan peningkatan kebutuhan beban dan degradasi material beton serta korosi tulangan akibat kondisi lingkungan. Penelitian ini dilakukan untuk mendapatkan pengaruh penambahan tulangan vertikal pada perkuatan beton bertuang dengan menggunakan metode deep embedment (DE). Dalam penelitian ini dipersiapkan tiga buah benda uji balok beton bertulang, yaitu Balok-CS, Balok-D8, dan Balok-D12. Ketiga benda uji mempunyai ukuran penampang 150 mm x 200 mm dan panjang bentang 1400 mm. Ada dua ukuran tulangan yang digunakan sebagai tulangan perkuatan DE, yaitu tulangan diameter 8 mm dan 12 mm. Pengujian Balok-CS dibebani sampai runtuh, sementara Balok-D8 dan Balok-D12 dibebani 2 kali. Pembebanan pertama dilakukan sampai balok tersebut mengalami retak pertama dan pembebanan ke dua dilakukan sampai runtuh setelah balok tersebut diperkuat. Hasil penelitian menunjukkan bahwa perkuatan dengan metode DE yang dilakukan dalam penelitian ini dapat meningkatkan kapasitas beban ultimit sampai dengan 43% dibandingkan dengan benda uji kontrol. Sementara itu kekakuan pada balok yang diperkuat dengan metode DE juga meningkat. Hasil pengujian menunjukkan bahwa kekakuan balok yang diperkuat pada fase linear meningkat sampai dengan 70% sementara kekakuan balok pada kondisi ultimit meningkat sampai dengan 91% dibandingkan dengan kekakuan benda uji kontrol. Kata kunci: perkuatan, beton bertulang, metode DE, beban ultimit, kekakuan Abstract Current standards for load capacity are often not met by existing reinforced concrete (RC) structures due to increased loads and corrosion-related degradation of concrete and steel reinforcement bars. This study has developed a technique for repairing RC beams through the use of deep embedment (DE) bars. Three beams, each with a cross-section of 150 ´ 200 mm and a total length of 1400 mm, were constructed with plain bars of 8 and 12 mm diameter as DE bars. Two loading schemes were employed during testing: loading the beam up to failure and precracking to simulate the damage in RC structures. Results showed that the contribution of DE bars to the load capacity was significant. The load capacity of the strengthened beam was 43% higher than that of the control beam. The stiffness of the DE-reinforced beam also increased, with an up to 70% increase in the linear phase and an up to 91% increase in the ultimate condition. The use of embedded DE bars is an effective method for repairing and strengthening RC beams that do not meet load capacity standards. These findings have practical implications for the structural engineering industry, offering a viable solution for deteriorating RC structures. Keywords: strengthening, reinforced concrete, DE method, ultimate load, stiffness
Co-Authors ABDUL MUJIB Adzimatinu, Fauziah Afreza, Nanda Agung Purnomoadi Akbar, Zulfikri Akramul Alnedral Amanda Patappari Firmansyah, Amanda Patappari Anggraini Hsb, Putri Anggrika Riyanti, Anggrika Ardi Ardi Asna, Atikah Bagus Rahmat Santoso, Bagus Rahmat DESI PURNAMA SARI Dian Hafizah, Dian Dimas Afandi , M DND, PP Rabiah Al Adawiyah E. Elvis Napitupulu, E. Elvis Edi Widjajanto EDY RIANTO Eirene Eunike Meidiana Gaghauna, Eirene Eunike Meidiana Elisa Mayang Sari Emra, Devianita Fadhilah Fadhilah Faidil Tanjung Faishal Rahimi Fajri, Nurliya fawwaz rajfan , Ahmad Fithriana Syarqawie Hadiatmo, Anang Hanafi, Syafiq Mahmadah Harjadi, Dikdik Hasratuddin Hasratuddin Hendrata Wibisana HIKMAD HAKIM Husna, Khodimatul Ibrahim, Muhamad Aksha Nur Ilmi, Fajrul Indah Riezky Pratiwi Iqbal Arraniri ISKANDAR Ismandianto Januariansyah Arfaizar Jauhari, Muhammad Fauzan junior , ananda Karimah, Hamdatul kasifah Khoerul Anwar Khusnul, Dinul Kitari, De-erista Delila Kodrat Imam Satoto Lingga, Supri Lusiana Tulhusnah Luthfiyyah, Siti Dhea Maghfur, Achmad Mahmud Yusuf MANDIKA, Iskandar Martiani, Evita mawaddah, mardhiah Maz, Dahlawi Mislan Sihite, Mislan Muhaimin Muhaimin Muhaimin, Hamid Muhamad Rahmani Abduh Muhammad Ikhsan Muhammad Luthfi Muhammad Rizki Mukhamad Fathoni Nihayah, Elok Faik Khotun Nisa, Ainul Hayatin Novitasari Nudin, Burhan Nurhayani, A'i Nurvadilla Syah Panjaitan, Putri Pasha, Alif Kamal Peppy Herawati Permatasari, Berlintina Pramesthi, Riska Ayu Prasetio, Dian Eko Adi Pratiwi, Erni Yuliyanti Putri, Novita Gaysuwa Rabihat, Hannana Rahimi, Faisal Rahman, Abidir Ramadhana, Geizar Arsika Reni Suryanita Reza, Amril Ridwan, Ridwan Rimayanti Rimayanti Rini Hakimi Ririn Handayani Riyandana, Rizky Rizki , Muhammad Rois, Tatang Roma Irawan Rosanna, Rosanna Rudy Anarta Rusda Khairati Rusmadi Awza Saddam Rassanjani SAHABUDDIN SAHABUDDIN Saldy, Tri Gamela Samsul Arifin Sannya, Jasmine Ghina Saputra, Ricky Dwi Sembiring, Al-Qodri Umri Setyono, Hanis Siska Efendi Siti Umi Kalsum Sri Pratiwi Suyanto Suyanto Teuku Ahmad Yani Tul Afipa, Sabaria Ulfah Hasibuan, Rabiah Vigory Gloriman Manalu Yeyen Suryani Yuli Christiyono Yusdani Zulfikar Djauhari