?url_ver=Z39.88-2004&rft_id=1715011054&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=KAJIAN+PERILAKU+SAMBUNGAN+ANGKUR+PADA+BETON+SEBAGAI%0D%0AMODEL+PREDIKSI+BERBASIS+ANALISIS+ELEMEN+HINGGA%0D%0AMENGGUNAKAN+ABAQUS+CAE&rft.creator=Mildariezka+Salsabila+Ramadhan%2C+1715011054&rft.subject=620+Ilmu+teknik+dan+ilmu+yang+berkaitan&rft.subject=690+Pembangunan+gedung&rft.description=Sistem+pengangkuran+merupakan+salah+satu+cara+yang+digunakan+untuk%0D%0Apenyambungan+suatu+struktur+baru+dengan+struktur+eksisting.++Tujuan+penelitian%0D%0Aadalah+untuk+mengetahui+perilaku+yang+dihasilkan+antara+model+sambungan+angkur%0D%0Apada+struktur+kolom+eksisting+dengan+balok+baru+menggunakan+sistem+adhesive%0D%0Aanchoring%2C+dan+model+struktur+kolom-balok+monolit+menggunakan+program%0D%0Aberbasis+metode+elemen+hingga%2C+Abaqus+CAE.++Analisis+dilakukan+pada+dua+model%2C%0D%0Ayaitu+model+struktur+monolit+dan+struktur+sambungan+angkur.+Kedua+struktur%0D%0Adiberikan+beban+yang+sama+di+ujung+balok.+Pada+struktur+monolit%2C+hubungan%0D%0Ainteraksi+antara+kolom-balok+menggunakan+tie-constraint.+Sedangkan+struktur%0D%0Asambungan+angkur%2C+hubungan+antara+kolom-balok+menggunakan+surface-tosurface%0D%0A%0D%0Acontact.+Untuk+epoksi+dimodelkan+menggunakan+hubungan+cohesive%0D%0Abehaviour-contact.+Dari+hasil+analisis%2C+disimpulkan+bahwa+sambungan+struktur%0D%0Amonolit+memiliki+sifat+yang+lebih+kaku+dibandingkan+struktur+menggunakan%0D%0Asambungan+angkur+dengan+perbedaan+nilai+displacement+antara+dua+struktur%0D%0Atersebut+mencapai+26%2C2%25+terhadap+struktur+monolit.+Pola+retakan+pada+struktur%0D%0Amonolit+berada+pada+muka+kolom+di+daerah+sekitar+sambungan%2C+sedangkan+pada%0D%0Astruktur+sambungan+angkur+pola+retakan+membentuk+kerucut+di+daerah+sekitar%0D%0Aangkur+kolom.%0D%0A%0D%0AKata+kunci%3A+angkur%2C+metode+elemen+hingga%2C+Abaqus+CAE%2C+pemodelan%0D%0A%0D%0A%0D%0AThe+anchorage+system+is+one+of+techniques+used+to+connect+a+new+structure+to+the%0D%0Aexisting+structure.+The+intention+of+this+study+was+to+determine+the+behaviour%0D%0Abetween+the+anchorage+connection+model+in+the+existing+column+structure+and+new%0D%0Abeam+using+an+adhesive+anchoring+system%2C+and+the+monolith+column-beam+structure%0D%0Amodel+using+a+program+based+on+finite+element+method%2C+Abaqus+CAE.+The+analysis%0D%0Awas+executed+on+two+models%2C+the+monolithic+construction+model+and+the+anchor%0D%0Ajoint+connection+structure+model.+Both+models+are+given+the+same+loads+at+the+ends%0D%0Aof+the+beams.+In+the+monolithic+construction+model%2C+interaction+relationship%0D%0Abetween+column+and+beam+is+using+a+tie-constraint%2C+while+for+structure+of+the+anchor%0D%0Ajoint+connection+were+using+surface-to-surface+contact.+Epoxy+model+in+anchor+joint%0D%0Astructure+were+using+a+cohesive+behaviour-contact+relationship.+As+the+outcome+of%0D%0Athe+analysis%2C+it+can+be+concluded+that+monolithic+construction+have+stiffer+joint%0D%0Acompared+to+the+structures+with+anchor+joint+connections+with+the+difference+of%0D%0Adisplacement+values+between+the+two+structures+reaching+26.2%25+to+the+monolithic%0D%0Aconstruction.+The+crack+pattern+in+the+monolithic+construction+is+in+the+column+face%0D%0Aon+the+area+around+beam+connection%2C+while+in+the+anchor+connection%2C+the+crack%0D%0Apattern+forms+a+cone+in+the+area+around+the+column+anchor.%0D%0A%0D%0AKeyword%3A+anchor%2C+finite+element+analysis%2C+Abaqus+CAE%2C+modelling&rft.publisher=FAKULTAS+TEKNIK&rft.date=2022-12-21&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F67943%2F1%2FABSTRAK.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F67943%2F2%2FSKRIPIS%2520FULL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F67943%2F3%2FSKRIPIS%2520FULL%2520TANPA%2520BAB%2520PEMBAHASAN.pdf&rft.identifier=++Mildariezka+Salsabila+Ramadhan%2C+1715011054++(2022)+KAJIAN+PERILAKU+SAMBUNGAN+ANGKUR+PADA+BETON+SEBAGAI+MODEL+PREDIKSI+BERBASIS+ANALISIS+ELEMEN+HINGGA+MENGGUNAKAN+ABAQUS+CAE.++FAKULTAS+TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F67943%2F