?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=PENGARUH+PENAMBAHAN+FIBER+BAJA+SELING+DENGAN+VOLUME%0D%0AFRACTION+0%2C4%25+TERHADAP+KUAT+TEKAN+DAN+KUAT+TARIK%0D%0ALENTUR+DENGAN+TINGGI+BETON+SERAT+0%3B+0%2C25%3B+0%2C50%3B+0%2C75+DAN+1%0D%0APADA+BETON+MUTU+NORMAL&rft.creator=+BAGUS+BIMANTARA%2C++1215011018&rft.subject=Teknologi+(General)&rft.description=ABSTRAK%0D%0A%0D%0ABeton+merupakan+salah+satu+bagian+penting+dalam+perkembangan+infrastruktur%0D%0Abangunan.+Banyak+kelebihan+yang+didapatkan+dari+penggunaan+beton%2C+meskipun%0D%0Ademikian+terdapat+kekurangan+yaitu+lemah+terhadap+tarik+dan+bersifat+getas.%0D%0AKelemahan+beton+dapat+diperbaiki+dengan+menambah+serat+kedalam+adukan+beton%0D%0Asecara+merata+dengan+orientasi+acak.+Penelitian+ini+dilakukan+untuk+mengetahui%0D%0Apengaruh+penambahan+serat+baja+seling+terhadap+kuat+tekan+dan+kuat+tarik+lentur%0D%0Adengan+tinggi+beton+serat+0%3B+0%2C25%3B+0%2C50%3B+0%2C75+dan+1+pada+beton+mutu+normal.%0D%0AStudi+ini+menggunakan+metode+eksperimen+yang+dilakukan+di+Laboratorium%0D%0ABahan+dan+Konstruksi+Fakultas+Teknik+Universitas+Lampung.+Benda+uji+kuat%0D%0Atekan+berupa+silinder+dengan+diameter+15+cm+dan+tinggi+30+cm%2C+benda+uji+kuat%0D%0Alentur+berupa+balok+dengan+panjang+40+cm%2C+lebar+10+cm+dan+tinggi+10+cm.%0D%0APengujian+kuat+tekan+dan+kuat+lentur+beton+mutu+normal+dengan+tinggi+beton+serat%0D%0A0%3B+0%2C25%3B+0%2C50%3B+0%2C75+dan+1+dilakukan+setelah+14+dan+28+hari.%0D%0AKuat+tekan+dan+kuat+lentur+maksimal+terjadi+pada+ketinggian+beton+serat+0%2C75.%0D%0AKuat+tekan+maksimal+sebesar+27%2C3649+MPa%2C+meningkat+sebesar+3%2C5714%25.+Kuat%0D%0Alentur+maksimal+sebesar+5%2C4880+MPa%2C+meningkat+sebesar+18%2C9475%25.+Penambahan%0D%0Aserat+baja+seling+tidak+memberikan+kontribusi+yang+besar+dalam+peningkatan+kuat%0D%0Atekan%2C+akan+tetapi+pada+kuat+tarik+lentur.+Serat+baja+seling+pada+penelitian+ini%0D%0Amempunyai+kuat+tarik+yang+tinggi%2C+yaitu+1733%2C46+MPa+sehingga+dapat%0D%0Amemberikan+peningkatan+kuat+lentur+yang+signifikan.%0D%0AKata+kunci+%3A+kuat+tekan%2C+kuat+lentur%2C+beton+serat%2C+serat+baja+seling.%0D%0A%0D%0AABSTRACT%0D%0A%0D%0AConcrete+is+one+of+the+important+parts+in+the+development+of+infrastructure%0D%0Abuilding.+Many+advantages+obtained+from+the+use+of+concrete%2C+nevertheless+there%0D%0Ais+a+shortage+which+is+weak+against+tensile+and+ductile.+The+weakness+of+concrete%0D%0Acan+be+improved+by+adding+fiber+into+the+concrete+mix+evenly+with+random%0D%0Aorientation.+This+study+was+conducted+to+determine+the+effect+of+addition+of+wire%0D%0Arope+fiber+on+compressive+strength+and+flexural+tensile+strength+with+the+height+of%0D%0Afiber-reinforced+concrete+0%3B+0.25%3B+0.50%3B+0.75+and+1+on+normal+strength+concrete.%0D%0AThis+study+used+an+experimental+method+which+is+conducted+at+the+Laboratory+of%0D%0AMaterials+and+Construction+Faculty+of+Engineering%2C+University+of+Lampung.+The%0D%0Asample+for+compressive+strength+test+is+a+cylinder+with+a+diameter+of+15+cm+and%0D%0A30+cm+in+height%2C+while+the+sample+for+flexural+tensile+strength+test+is+a+block+with+a%0D%0Alength+of+40+cm%2C+10+cm+in+width+and+10+cm+in+height.+The+testing+for+the%0D%0Acompressive+strength+and+flexural+tensile+strength+of+normal+concrete+with+highquality%0D%0Afiber-reinforced+concrete+0%3B+0.25%3B+0.50%3B+0.75+and+1+performed+after+14+and%0D%0A28+days.%0D%0AMaximum+compressive+strength+and+flexural+strength+occurs+at+a+height+of+0%2C75%0D%0Afiber-reinforced+concrete.+The+maximum+compressive+strength+is+27.3649+MPa%2C%0D%0Aincreased+by+3.5714%25.+The+maximum+flexural+strength+is+5.4880+MPa%2C+increased%0D%0Aby+18.9475%25.+The+addition+of+wire+rope+fiber+does+not+make+a+major+contribution%0D%0Ato+the+increase+of+compressive+strength%2C+but+the+flexural+tensile+strength.+The+wire%0D%0Arope+fiber+in+this+study+has+high+tensile+strength%2C+i.e.+1733.46+MPa+so+it+can%0D%0Aprovide+a+significant+increase+in+the+flexural+strength.%0D%0AKeywords+%3A+compressive+strength%2C+flexural+strength%2C+fiber+concrete%2C+wire+rope+fiber&rft.publisher=FAKULTAS+TEKNIK&rft.date=2016-08-16&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F23583%2F1%2FABSTRAK%2520%2528ABSTRACT%2529.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F23583%2F2%2FSKRIPSI%2520FULL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F23583%2F3%2FSKRIPSI%2520TANPA%2520BAB%2520PEMBAHASAN.pdf&rft.identifier=+++BAGUS+BIMANTARA%2C+1215011018++(2016)+PENGARUH+PENAMBAHAN+FIBER+BAJA+SELING+DENGAN+VOLUME+FRACTION+0%2C4%25+TERHADAP+KUAT+TEKAN+DAN+KUAT+TARIK+LENTUR+DENGAN+TINGGI+BETON+SERAT+0%3B+0%2C25%3B+0%2C50%3B+0%2C75+DAN+1+PADA+BETON+MUTU+NORMAL.++FAKULTAS+TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F23583%2F