?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=PERBANDINGAN+PENGARUH+PENAMBAHAN+SERAT+BENDRAT+LURUS+(STRAIGHT)+DENGAN+SERAT+BENDRAT+BERKAIT+(HOOKED)+TERHADAP+PRILAKU+BETON+DENGAN+BEBAN+TEKAN+BERULANG+&rft.creator=Poppy+Nitiranda+Faizah%2C+1315011090&rft.subject=Konstruksi+bangunan&rft.description=ABSTRAK%0D%0A%0D%0APada+penelitian+ini%2C+campuran+beton+diberi+bahan+tambah+serat+dari+kawat+bendrat+berbentuk+lurus+(straight)+dan+berkait+(hooked).+Penambahan+ini+bertujuan+untuk+mempelajari+dan+mengetahui+perbandingan+pengaruh+penambahan+serat+bendrat+lurus+dan+berkait+terhadap+kuat+tekan%2C+tarik+belah+dan+tarik+lentur+pada+beton+mutu+normal+dengan+konsentrasi+serat+0%2C75%25+dan+aspek+rasio+60+dengan+beban+tekan+berulang.+Benda+uji+kuat+tekan+dan+tarik+belah+berupa+silinder+dengan+diameter+15+cm+dan+tinggi+30+cm+dan+benda+uji+kuat+lentur+berupa+balok+dengan+panjang+60+cm%2C+lebar+15+cm+dan+tinggi+15+cm.++Pengujian+dilakukan+setelah+28+hari.+Beton+yang+diberi+tambahan+serat+bendrat+berkait+lebih+mampu+menahan++kelelahan+akibat+beban+berulang+yang+menghasilkan+lebih+banyak+interval+pembebanan+yang+dialami+beton+hingga+pecah%2C+kuat+tekan+yaitu+pada+interval+ke-13%2C+tarik+belah+ke-14+dan+lentur+ke-6.+Nilai+kuat+tekan%2C+tarik+belah+dan+lentur+maksimal+terjadi+pada+beton+dengan+penambahan+serat+bendrat+berkait.+Namun%2C+nilainya+tidak+mengalami+peningatan+yang+cukup+signifikan+antara+variasi+serat+bendrat+lurus+dengan+serat+bendrat+berkait.+Kuat+tekan+maksimal+pada+serat+bendrat+berkait+sebesar+34%2C5189+MPa%2C+kuat+tarik+belah+maksimal+pada+serat+bendrat+berkait+sebesar+3%2C2067+MPa+dan+kuat+lentur+maksimal+pada+serat+bendrat+berkait+sebesar+8%2C9380+MPa.%0D%0A______%0D%0A%0D%0AKata+kunci%3A%09serat+bendrat%2C+beban+tekan+berulang%2C+kuat+tekan%2C+kuat+tarik+belah%2C+kuat+tarik+lentur.%0D%0A%0D%0AABSTRACT%0D%0A%0D%0AIn+this+research%2C+the+concrete+mixture+is+added+by+the+material+of+straight+and+hooked+wire+bendrat+fibers.+This+addition+aimed+to+study+and+compare+the+effect+of+adding+bendrat+fiber+straight+and+hooked+to+the+compressive+strength%2C+tensile+strength+and+flexural+strength+in+normal+quality+concrete+with+0.75%25+fiber+concentration+and+aspect+ratio+60+with+repeated+press+load.+The+test+specimen+compressive+and++tensile+strength+in+the+form+of+cylinders+with+a+diameter+of+15+cm+and+height+30+cm+and+the+flexural+strength+test+specimen+in+the+form+of+beam+with+a+length+of+60+cm%2C+width+15+cm+and+height+15+cm.+Testing+is+done+after+28+days.+Concrete+with+additional+hooked+bendrat+fiber+is+more+able+to+withstand+fatigue+due+to+repeated+load+that+generates+more+experienced+loading+intervals+until+concrete+destroyed%2C+the+compressive+strength+at+the+13th+interval%2C+14th+tensile+and+6th+flexural.+The+compressive+strength%2C+tensile+and+flexural+maximum+split+value+occurred+in+the+concrete+with+the+addition+of+hooked+bendrat+fiber.+However%2C+the+value+did+not+increase+significantly+between+the+variations+of+straight+bendrat+fiber+with+hooked+bendrat+fiber.+The+maximum+compressive+strength+in+the+hooked+bendrat+fiber+of+34.5189+MPa%2C+tensile+strength+of+3.2067+MPa+and+flexural+strength+of+8.9380+MPa.%0D%0A______%0D%0A%0D%0AKey+words%3A%09bendrat+fiber%2C+repeated+press+load%2C+compressive+strength%2C+tensile+strength%2C+flexural+strength.%0D%0A&rft.publisher=FAKULTAS+TEKNIK+&rft.date=2017-10-13&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F28913%2F1%2FABSTRAK%2520%2528ABSTRACT%2529.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F28913%2F2%2FSKRIPSI%2520FULL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F28913%2F3%2FSKRIPSI%2520TANPA%2520BAB%2520PEMBAHASAN.pdf&rft.identifier=++Poppy+Nitiranda+Faizah%2C+1315011090++(2017)+PERBANDINGAN+PENGARUH+PENAMBAHAN+SERAT+BENDRAT+LURUS+(STRAIGHT)+DENGAN+SERAT+BENDRAT+BERKAIT+(HOOKED)+TERHADAP+PRILAKU+BETON+DENGAN+BEBAN+TEKAN+BERULANG.++FAKULTAS+TEKNIK+%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F28913%2F