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<title><![CDATA[PENGARUH MUTU BETON TERHADAP KEMAMPUAN PROTEKSI KOROSI TULANGAN]]></title>
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<note>Struktur beton bertulang banyak dipergunakan di daerah korosif, oleh karena itu tulangannya mudah terkena korosi. Penelitian ini ditujukan untuk mengetahui pengaruh mutu beton terhadap kemampuan proteksi korosi tulangan.
Uji eksperimen dilaksanakan di laboratorium dengan jumlah benda uji sebanyak 16 buah yang  berdimensi 50 x 50 x 300 mm dengan tulangan berdiameter 12 mm dan 16 buah yang berdimensi 70 x 70 x 300 mm dengan tulangan berdiameter 19 mm. masing-masing dilapisi nikel 8 buah dan tanpa pelapis 8 buah sebagai pembandingnya. Variasi mutu beton yang digunakan yaitu 17.5 MPa, 22.5 MPa, 30 MPa, dan 40 MPa. Benda uji direndam dalam media perendaman yaitu air laut dari Pameungpeuk-garut selama 2 bulan (60 hari). Pengujian yang dilakukan adalah pengujian kuat tekan nondestruktif, pengujian kuat lekat tulangan dan kuat leleh tulangan setelah terkorosi.
Semakin tinggi mutu beton maka korosi tulangan yang terjadi semakin sedikit, semakin tinggi mutu beton maka semakin besar nilai kuat lekat tulangannya. Kuat lekat tulangan polos lebih besar daripada tulangan yang dilapisi nike karena permukaanya lebih kasar. Kuat tarik tulangan yang dilapis nikel setelah perendaman lebih besar dari tulangan polos karena lebih sedikit korosinya.</note>
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