Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
PENAMBAHAN TULANGAN LONGITUDINAL DENGAN KOMPOSIT MORTAR SEBAGAI ALTERNATIF PERKUATAN LENTUR PADA BALOK BETON BERTULANG
In order to maintain efficient serviceability structure cause change of function from structures likes overloading or lack of quality control at construction , structures must be strengthened so they can to fulfill the code of structures built to day and future. One of method to strengthenned of structures elements was beams elements. This research had to know about effectiveness strengthening methods of reinforced concrete beams using longitudinal compression and tension reinforcement with jacketing mortar as flexural strengthening and had to know about implementation for mortar that had high flowability.In this research specimen models consist of four specimens: one was control beam (BK), one was monolith beam (BM) and one was strengthened beam (BP) . All beams were tested under 2-point loading midspan as flexural load and also instrumented for the measurement of mid-span deflection and crack pattern.The result show that monolith and strengthened beams have performed better in the ultimate load for BM specimen were 124,79% , BP specimen were 75,49% compared BK specimen. Ductility of beam at experiment for BM specimen decrease were 55,78% compared BK , ductility of BP specimen increased were 50,61% compared BK specimen because of debonding . Failure patterns of the control beam (BK) and monolithical beam (BM) were flexural while the strengthened beam (BP) had debonding. At this researched, methods of strengthened reinforced concrete beam with mortar jacketing had simply worked for implementation.
PENAMBAHAN TULANGAN LONGITUDINAL DENGAN KOMPOSIT MORTAR SEBAGAI ALTERNATIF PERKUATAN LENTUR PADA BALOK BETON BERTULANG
In order to maintain efficient serviceability structure cause change of function from structures likes overloading or lack of quality control at construction , structures must be strengthened so they can to fulfill the code of structures built to day and future. One of method to strengthenned of structures elements was beams elements. This research had to know about effectiveness strengthening methods of reinforced concrete beams using longitudinal compression and tension reinforcement with jacketing mortar as flexural strengthening and had to know about implementation for mortar that had high flowability.In this research specimen models consist of four specimens: one was control beam (BK), one was monolith beam (BM) and one was strengthened beam (BP) . All beams were tested under 2-point loading midspan as flexural load and also instrumented for the measurement of mid-span deflection and crack pattern.The result show that monolith and strengthened beams have performed better in the ultimate load for BM specimen were 124,79% , BP specimen were 75,49% compared BK specimen. Ductility of beam at experiment for BM specimen decrease were 55,78% compared BK , ductility of BP specimen increased were 50,61% compared BK specimen because of debonding . Failure patterns of the control beam (BK) and monolithical beam (BM) were flexural while the strengthened beam (BP) had debonding. At this researched, methods of strengthened reinforced concrete beam with mortar jacketing had simply worked for implementation.
PENAMBAHAN TULANGAN LONGITUDINAL DENGAN KOMPOSIT MORTAR SEBAGAI ALTERNATIF PERKUATAN LENTUR PADA BALOK BETON BERTULANG
Chairunnisa, Nursiah (Autor:in)
21.09.2016
doi:10.20527/infotek.v10i1.1759
INFO-TEKNIK; Vol 10, No 1 (2009): INFOTEKNIK VOL. 10 NO. 1 2009; 34-42 ; 2459-9964 ; 0853-2508 ; 10.20527/infotek.v10i1
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Perkuatan Lentur Pelat Lantai Tampang Persegi dengan Penambahan Tulangan Tarik dan Komposit Mortar
| BASE | 2016
EFEK PERKUATAN GLASS FIBER REINFORCE POLYMER-SHEET PADA BALOK BETON BERTULANG DENGAN TULANGAN KOROSI
| DOAJ | 2022
| DOAJ | 2019
PEMBUATAN GRAFIK BANTU DESAIN TULANGAN LENTUR BALOK PERSEGI BETON BERTULANG
| BASE | 2019
Analisis Kekuatan Lentur Balok Aplikasi Tulangan Komposit Dengan Perlakuan Bedamutu
| DOAJ | 2017