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All Journal Jurnal Cerdas Sifa Pendidikan Jurnal Online Mahasiswa (JOM) Bidang Ilmu Sosial dan Ilmu Politik Jurnal Ilmiah Mahasiswa FEB Rekayasa Sipil Logika : Jurnal Penelitian Universitas Kuningan Jurnal Administrasi Publik (JAP) Hydrogen: Jurnal Kependidikan Kimia Arsitekta Jurnal Kolaboratif Sains SAINSTEK Jurnal Ilmiah Teknik Elektro Jurnal Manajemen Riset Inovasi INTERNATIONAL JOURNAL OF ECONOMIC LITERATURE The International Journal of Medical Science and Health Research Multidisciplinary Indonesian Center Journal ABDIMAS Iqtishadia Journal on Pustaka Cendekia Informatika
Ilham Akbar
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Journal : Rekayasa Sipil

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Shear Reinforcement of Existing Reinforced Concrete Beam Using Deep Embedment Method Ilham Akbar; Ridwan; Muhammad Ikhsan
Rekayasa Sipil Vol. 18 No. 1 (2024): Rekayasa Sipil Vol. 18 No. 1
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2024.018.01.7

Abstract

The load capacity of old reinforced concrete structures must be increased to meet current standards. This might be due to increased load needs, inadequate shear provisions in the original design, material degradation, or rising demands for shear capacity related to flexural strengthening. This research demonstrates a method that effectively repairs RC beams using embedded steel bars. Loading history was reproduced in the form of cracking within the elastic range in 2000 x 150 x 200 mm beam. The beam was repaired and then reloaded to failure in the experimental test. The results show that the contribution of steel bars embedded in the core of the RC beam to the load capacity can be significant. The highest initial stiffness of the strengthened beam was 13,07 kN/mm, which was 69% higher than the control beam, while the maximum load of the strengthened beam was 43 kN with the deflection at 13,00 mm, 43% higher than the control beam. The cracks developed during the reinforced beam’s second load phase were identical to the first, and the shear capacity increased more than the control beam.
Co-Authors Adlin " Adwan Adzimatinur, Fauziyah ANISAH Aris Budiman Boy Indrayana Dasep Suryanto Dela Safitri Dewi Meryana Djunaedi Elvy Rahmi Mawarnis Emon Azriadi Eva Desemberianita Faishal Farid Fathurahmi F. Rum H. Edy Ramdhani Indra Afrianto Indrhie Kinanti Asaga Irwan Maula Sukmawidjaja Mhd Usni Zamzami Hasibuan Mimi Herman Monica Basri Muhammad Ikhsan Munir Salham Neng Evi Kartika novi yona sidratul munti Nurlayla Aminudddin octa Reni Ridwan Ridwan, Ridwan Sahpur Siti Suhra Sulaiman Sugiarti Winda Widiastuti Yayu Alinda Yeni Yulita Lapore Zuhri