作者: Klaus Holschemacher , Shahid Iqbal , Ahsan Ali , Thomas A. Bier
DOI: 10.1016/J.PROENG.2017.02.042
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摘要: Abstract Repair and strengthening of reinforced concrete (RC) members in existing structures are very important to extend their service life. In this study, steel fiber high strength lightweight self-compacting (SHLSCC) developed by the authors is applied for RC beams improve bending moment capacities. There significant improvements stiffness strengthened as well 14 - 58% peak load when with 40 mm, 50 mm 60 mm layers SHLSCC. Application SHLSCC lower half (tension zone) beam increased its 33.1%. Results indicate that material may effectively be utilized structures.