?url_ver=Z39.88-2004&rft_id=1715011081&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=ANALISIS+PERBANDINGAN+PENGARUH+CAMPURAN+KAWAT%0D%0ABENDRAT+DAN+SERAT+BAJA+PADA+SELF+COMPACTING+CONCRETE%0D%0A(SCC)&rft.creator=+SYLVIA+DEWI+ANGGRAENI%2C+1715011081&rft.subject=620+Ilmu+teknik+dan+ilmu+yang+berkaitan&rft.description=Self+compacting+concrete+(SCC)+adalah+suatu+inovasi+beton+yang+dilakukan+untuk%0D%0Amengatasi+permasalahan+pada+saat+pengecoran+yang+tidak+memerlukan+pemadatan%0D%0Amanual+meskipun+pada+tempat-tempat+yang+sulit+dijangkau+seperti+pada+tulangan%0D%0Arapat.+Pada+penelitian+ini+menggunakan+serat+baja+3D+Dramix+dan+kawat+bendrat%0D%0Asebagai+campuran+dalam+SCC+dengan+volume+fraksi+0%25%2C+0%2C5%25%2C+1%25%2C+1%2C5%25.%0D%0APenambahan+serat+ini+bertujuan+untuk+mengetahui+pengaruh+kedua+serat+tersebut%0D%0Apada+SCC+terhadap+kuat+tekan%2C+kuat+tarik+belah+dan+kuat+tarik+lentur.+Sampel%0D%0Apenelitian+ini+adalah+silinder+dengan+diameter+150+mm+dan+tinggi+300+mm+untuk%0D%0Apengujian+kuat+tekan+dan+kuat+tarik+belah+sedangkang+kuat+tarik+lentur%0D%0Amenggunakan+sampel+balok+dengan+ukuran+100x100x400+mm.+Semua+sampel%0D%0Abenda+uji+ini+dilakukan+pengujian+saat+beton+berumur+28+hari.+Peningkatan+nilai%0D%0Akuat+tekan%2C+kuat+tarik+belah+dan+kuat+lentur+pada+penambahan+serat+baja+1%2C5%25%0D%0Aberturut-turut+adalah+26%2C39%25%2C+64%2C71%25+dan+111%2C88%25+terhadap+beton+dengan+0%25%0D%0Aserat.+Sedangkan+peningkatan+nilai+kuat+tekan%2C+kuat+tarik+belah+dan+kuat+lentur%0D%0Apada+penambahan+kawat+bendrat+1%2C5%25+berturut-turut+adalah+20%2C31%25%2C+60%2C74%25+dan%0D%0A76%2C18%25+terhadap+beton+dengan+0%25+serat.%0D%0AKata+Kunci%3A+Self+Compacting+Concrete%2C+SCC%2C+Kawat+Bendrat%2C+Serat+Baja%0D%0A%0D%0ASelf+compacting+concrete+(SCC)+is+a+concrete+innovation+that+is+carried+out+to%0D%0Aovercome+problems+during+casting+that+does+not+require+manual+compaction+even%0D%0Ain+hard-to-reach+places+such+as+tight+reinforcement.+In+this+study%2C+3D+Dramix%0D%0Asteel+fibers+and+bendrat+wire+were+used+as+a+mixture+in+SCC+with+volume+fractions%0D%0Aof+0%25%2C+0.5%25%2C+1%25%2C+1.5%25.+The+addition+of+this+fiber+aims+to+determine+the+effect+of%0D%0Athe+two+fibers+on+SCC+on+compressive+strength%2C+split+tensile+strength+and+flexural%0D%0Atensile+strength.+The+sample+in+this+study+was+a+cylinder+with+a+diameter+of+150%0D%0Amm+and+a+height+of+300+mm+for+testing+the+compressive+strength+and+split+tensile%0D%0Astrength+while+the+flexural+tensile+strength+used+a+beam+sample+with+a+size+of%0D%0A100x100x400+mm.+All+samples+of+these+specimens+were+tested+when+the+concrete%0D%0Awas+28+days+old.+The+increase+in+the+value+of+compressive+strength%2C+split+tensile%0D%0Astrength+and+flexural+strength+at+the+addition+of+1.5%25+steel+fiber+were+26.39%25%2C%0D%0A64.71%25+and+111.88%25+respectively+for+concrete+with+0%25+fiber.+While+the+increase%0D%0Ain+compressive+strength%2C+split+tensile+strength+and+flexural+strength+with+the%0D%0Aaddition+of+1.5%25+bendrat+wire+was+20.31%25%2C+60.74%25+and+76.18%25+for+concrete+with%0D%0A0%25+fiber%2C+respectively.%0D%0AKeyword%3ASelf+Compacting+Concrete%2C+SCC%2C+Bendrat+Wire%2C+Steel+Fiber&rft.publisher=FAKULTAS+TEKNIK&rft.date=2022-04-21&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F63136%2F1%2F1.%2520ABSTRAK.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F63136%2F2%2F2.%2520SKRIPSI%2520FULL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F63136%2F3%2F3.%2520SKRIPSI%2520TANPA%2520BAB%2520PEMBAHASAN.pdf&rft.identifier=+++SYLVIA+DEWI+ANGGRAENI%2C+1715011081++(2022)+ANALISIS+PERBANDINGAN+PENGARUH+CAMPURAN+KAWAT+BENDRAT+DAN+SERAT+BAJA+PADA+SELF+COMPACTING+CONCRETE+(SCC).++FAKULTAS+TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F63136%2F