{"data":{"id":4241,"url":"https:\/\/repo.xbbh.net\/items\/4241","status":"published","type":"thesis","title":"PENGGUNAAN BAHAN FIBER REINFORCED POLYMER (FRP) UNTUK \nPERKUATAN JEMBATAN SEI KETALO KECIL DI PROVINSI JAMBI","title_alt":null,"abstract":"Kerusakan yang terjadi pada balok beton bertulang dapat,disebabkan \nkarena umur struktur, kesalahan design, kesalahan pengerjaan, pembebanan yang \ntidak sesuai rencana ataupun faktor \u2013 faktor alam lainnya. Pada umumnya, struktur \nyang rusak akan segera dibongkar dan diganti tanpa mempertimbangkan adanya \nkemungkinan untuk diperbaiki atau diberi perkuatan. Fiber Reinforced Polymer \n(FRP) merupakan material yang bisa digunakan dalam perkuatan struktur beton \nbertulang, dimana material ini sangat baik digunakan sebagai perkuatan karena \nbobotnya ringan, tahan korosi, dan memiliki kuat Tarik yang tinggi. Studi kasus \npenelitian ini dilakukan pada jembatan Balok T yang terletak di Kabupaten Tebo, \nProvinsi Jambi serta dilakukan pengujian Ultra Pulse Velocity (UPV), Kedalaman \nRetak, Hammer Test, dan Rebar Scan untuk mencari parameter-parameter yang \ndibutuhkan saat proses analisis. Berdasarkan hasil analisis, girder balok T memiliki \nkapasitas lentur sebesar 3855,9 kNm dan memiliki kapasitas geser 813.1 kN. \nSetelah dilakukan perkuatan terhadap geser, maka kapasitas penampang terhadap \ngeser menjadi 1266.5 kN atau meningkat sebesar 34%. Berdasarkan hasil yang \ndiperoleh, dapat disimpulkan bahwa perkuatan FRP pada balok beton bertulang \nmampu meningkatkan kapasitas geser. \nKeyword: Retak Geser, Fiber Reinforced Polymer, Kapasitas Geser, Balok T. \nABSTRACT \nDamage that occurs in reinforced concrete beams can be caused by the age \nof the structure, design errors, workmanship errors, loading that is not according to \nplan or other natural factors. In general, damaged structures will be immediately \ndismantled and replaced without considering the possibility of repair or \nreinforcement. Fiber Reinforced Polymer (FRP) is a material that can be used in \nreinforcing reinforced concrete structures, where this material is very well used as \nreinforcement because it is light weight, corrosion resistant, and has high tensile \nstrength. The case study of this research was carried out on the T beam bridge \nlocated in Tebo Regency, Jambi Province and Ultra Pulse Velocity (UPV), Crack \nDepth, Hammer Test, and Rebar Scan tests were carried out to find the parameters \nneeded during the analysis process. Based on the analysis, the T beam girder has a \nbending capacity of 3855,9 kNm and has a shear capacity of 813.1 kN. After shear \nreinforcement, the capacity of the cross section against shear becomes 1266.5 kN \nor increases by 34%. Based on the results obtained, it can be concluded that FRP \nreinforcement of reinforced concrete beams can increase shear capacity. \nKeywords : Shear Crack, Fiber Reinforced Polymer, Shear Capacity, T Beam.","abstract_alt":null,"creators":[{"role":"author","family_name":"SOPIANA","given_name":"DIMAS","orcid":null,"national_id":"2112217033"},{"role":"advisor","family_name":"Ryanto","given_name":"Muhamad","orcid":null,"national_id":"0418117101"}],"year":2023,"date_issued":"2023-03-09","publication":null,"volume":null,"issue":null,"pages":null,"publisher":null,"isbn":null,"issn":null,"doi":null,"official_url":null,"institution":"UNIVERSITAS SANGGA BUANA YPKP","id_number":null,"thesis_level":"bachelor","publication_status":"published","refereed":null,"keywords":["Shear Crack","Fiber Reinforced Polymer","Shear Capacity","T Beam."],"language":"id","subjects":[],"divisions":[{"code":"22201","name":"S1 Teknik Sipil","pddikti_code":"22201"},{"code":"22101","name":"S2 Teknik Sipil","pddikti_code":"22101"}],"citation":"SOPIANA, DIMAS (2023) PENGGUNAAN BAHAN FIBER REINFORCED POLYMER (FRP) UNTUK \nPERKUATAN JEMBATAN SEI KETALO KECIL DI PROVINSI JAMBI. UNIVERSITAS SANGGA BUANA YPKP.","documents":[{"name":"COVER.pdf","section":"cover","mime_type":"application\/pdf","size":3795473,"sha256":"fefb2afa651cc70467d0d35120b0c9462df2807c4e39c45a9565ac8e4df12c00","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/4241\/files\/13993\/COVER.pdf"},{"name":"LEMBAR_PENGESAHAN.pdf","section":"front_matter","mime_type":"application\/pdf","size":32214,"sha256":"d54ce8bba2a1add134dac24af9a5e236d1e39887cc811ea34b34a3676552e74f","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/4241\/files\/13994\/LEMBAR_PENGESAHAN.pdf"},{"name":"LEMBAR_PERNYATAAN.pdf","section":"front_matter","mime_type":"application\/pdf","size":435349,"sha256":"daade9a5c4ff1c86923aa82543e41d5a311f3b78cf2541ca5f05ce00517f09e8","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/4241\/files\/13995\/LEMBAR_PERNYATAAN.pdf"},{"name":"BAB_I.pdf","section":"chapter_1","mime_type":"application\/pdf","size":3795502,"sha256":"a47bf43a2920af923efed239333c00c487fed3adc4120792cb37a7970fa12158","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/4241\/files\/13996\/BAB_I.pdf"},{"name":"ABSTRAK.pdf","section":"abstract","mime_type":"application\/pdf","size":3795475,"sha256":"08c41ee496ea9751b9cba45419d9167fee6f511b43668f3a4fe14ce17948c214","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/4241\/files\/13997\/ABSTRAK.pdf"},{"name":"DAFTAR_PUSTAKA.pdf","section":"bibliography","mime_type":"application\/pdf","size":3795473,"sha256":"2fc935ce030ac73402075577e5f605fbcda9d3925743da006abf8422f55e8971","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/4241\/files\/13998\/DAFTAR_PUSTAKA.pdf"},{"name":"TUGAS_AKHIR_DIMAS_SOPIANA_2112217033_1.pdf","section":null,"mime_type":"application\/pdf","size":3878086,"sha256":"872f1dc8c4e68e54be608de7b5127bc622551a212d8a1c7a000a5d427dd86eb2","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/4241\/files\/13999\/TUGAS_AKHIR_DIMAS_SOPIANA_2112217033_1.pdf"}],"published_at":"2024-09-03T04:42:11+00:00","updated_at":"2026-10-31T07:24:38+00:00"}}