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All Journal Jurnal Kridatama Sains dan Teknologi Community Development Journal: Jurnal Pengabdian Masyarakat
Setiawan, Aviv
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Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Economics, Econometrics & Finance Education Health Professions Public Health Social Sciences

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PERENCANAAN DESAIN LAYOUT TERMINAL ANGKUTAN BARANG DI KABUPATEN TEGAL SEBAGAI UPAYA MENINGKATKAN PERTUMBUHAN EKONOMI DI BIDANG TRANSPORTASI Sholahudin, Farhan; Ayu, Rahma Nindya; A, M. Faizal Ardhiansyah; Safira, Reishya Alia; Panuntun, Sigit Arya Teguh; Setiawan, Aviv; Auzia, Rohadatu Resty
Community Development Journal : Jurnal Pengabdian Masyarakat Vol. 5 No. 4 (2024): Volume 5 No. 4 Tahun 2024
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/cdj.v5i4.31321

Abstract

Kabupaten Tegal merupakan salah satu daerah di Provinsi Jawa Tengah dengan volume lalu lintas angkutan barang yang cukup tinggi mengingat terdapat jalan nasional utama yaitu jalur pantura atau pantai utara. Oleh karena itu, diperlukan dukungan untuk menunjang pergerakan arus pada lalu lintas transportasi angkutan barang salah satunya dengan Terminal Angkutan Barang. Pada jaringan jalan ini, Pemerintah Kabupaten Tegal telah menyediakan fasilitas berupa pangkalan truk di beberapa lokasi sebagai rest area pengemudi angkutan barang. Berdasarkan masterplan dan kebijakan Rancangan Tata Ruang Wilayah (RTRW) Kabupaten Tegal, dibutuhkan alternatif lokasi Terminal Angkutan Barang yang harus terdapat beberapa fasilitas, seperti fasilitas logistik bisnis, fasilitas penunjang, dan fasilitas umum. Untuk itu, diperlukan adanya analisis berupa pemilihan alternatif untuk Terminal Angkutan Barang dengan menggunakan metode Composite Performance Index (CPI). Berdasarkan hasil analisis, dipilihlah lokasi dengan rangking tertinggi yaitu di Pangkalan Truck Maribaya Tegal.
Studi Perbandingan Perilaku Balok Beton Tulangan Baja Konvensional dan Balok Beton Tulangan Glass Fiber Reinforced Polymer Ramadhani, Kharisma Dwi; Sabrina, Annisa Rahma; Bachtiar, M. Vicky Restu; Setiawan, Aviv; Pangestuti, Endah Kanti; Anggraini, Nurti Kusuma
Jurnal Kridatama Sains dan Teknologi Vol 8 No 01 (2026): Jurnal Kridatama Sains dan Teknologi (In Progress)
Publisher : Universitas Ma'arif Nahdlatul Ulama Kebumen

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.53863/kst.v8i01.2107

Abstract

Reinforced concrete commonly uses conventional steel reinforcement due to its good tensile strength and ductility. However, steel reinforcement is susceptible to corrosion and has a relatively high self-weight. Glass Fiber Reinforced Polymer (GFRP) has emerged as an alternative reinforcement material with high tensile strength, low weight, and excellent corrosion resistance. This study aims to compare the flexural behavior of reinforced concrete beams using GFRP reinforcement and conventional steel reinforcement in terms of maximum flexural capacity, load–deflection behavior, and crack patterns. The research was conducted experimentally through laboratory testing using the two-point loading method. The test specimens were concrete beams measuring 150 × 150 × 600 mm, reinforced with either steel or GFRP bars with diameters of 6 mm and 8 mm. The results indicate that GFRP-reinforced beams exhibit higher maximum flexural capacity than steel-reinforced beams, with increases of 44.53% for 6 mm diameter bars and 15.65% for 8 mm diameter bars. In addition, GFRP-reinforced beams show greater deflection, indicating higher flexibility compared to steel-reinforced beams. Crack pattern observations reveal that GFRP-reinforced beams develop more numerous and widely distributed cracks and tend to experience shear failure, whereas steel-reinforced beams display more controlled flexural cracking. These findings suggest that GFRP reinforcement has significant potential as an alternative to conventional steel reinforcement, particularly for structures requiring high corrosion resistance and a high strength-to-weight ratio, while careful consideration of shear failure is necessary in design
Co-Authors A, M. Faizal Ardhiansyah Anggraini, Nurti Kusuma Auzia, Rohadatu Resty Ayu, Rahma Nindya Bachtiar, M. Vicky Restu Endah Kanti Pangestuti, Endah Kanti Panuntun, Sigit Arya Teguh Ramadhani, Kharisma Dwi Sabrina, Annisa Rahma Safira, Reishya Alia Sholahudin, Farhan