通过＂表面处理＋冷轧复合＋退火处理＂三步法,即先采用钢丝刷对4 mm 08Al钢（/%：0.01C,0.018Al）和0.23 mm 4A60铝带表面进行处理,然后在前张力30 kN下利用高精度Φ420 mm四辊轧机对铝-钢进行60%的单道次冷轧复合,并于罩式退火炉进行...通过＂表面处理＋冷轧复合＋退火处理＂三步法,即先采用钢丝刷对4 mm 08Al钢（/%：0.01C,0.018Al）和0.23 mm 4A60铝带表面进行处理,然后在前张力30 kN下利用高精度Φ420 mm四辊轧机对铝-钢进行60%的单道次冷轧复合,并于罩式退火炉进行520℃24 h的退火处理,开发出了极薄复层（80~90μm）冷轧4A60铝/08Al钢1.7 mm复合带材。复合带材中08Al钢的组织为平均晶粒尺寸15μm的等轴铁素体,抗拉强度≥320MPa,伸长率≥28%,弯曲性能也符合指标要求。复合带材在（600±10）℃钎焊后铝钢界面未发现金属间化合物,铝钢界面未发现分层现象。展开更多
In this study,finite element(FE)analysis is utilized to investigate the shear capacity of reinforced concrete(RC)beams strengthened with embedded through-section(ETS)bars.Effects of critical variables on the beam shea...In this study,finite element(FE)analysis is utilized to investigate the shear capacity of reinforced concrete(RC)beams strengthened with embedded through-section(ETS)bars.Effects of critical variables on the beam shear strength,including the compressive strength of concrete,stiffness ratio between ETS bars and steel stirrups,and use of ETS strengthening system alone,are parametrically investigated.A promising method based on the bond mechanism between ETS strengthening and concrete is then proposed for predicting the shear resistance forces of the strengthened beams.An expression for the maximum bond stress of the ETS bars to concrete is developed.This new expression eliminates the difficulty in the search and selection of appropriate bond parameters from adhesion tests.The results obtained from the FE models and analytical models are validated by comparison with those measured from the experiments.Consequently,the model proposed in this study demonstrates better performance and more accuracy for prediction of the beam shear-carrying capacity than those of existing models.The results obtained from this study can also serve researchers and engineers in selection of the proper shear strength models for design of ETS-strengthened RC beams.展开更多
文摘通过＂表面处理＋冷轧复合＋退火处理＂三步法,即先采用钢丝刷对4 mm 08Al钢（/%：0.01C,0.018Al）和0.23 mm 4A60铝带表面进行处理,然后在前张力30 kN下利用高精度Φ420 mm四辊轧机对铝-钢进行60%的单道次冷轧复合,并于罩式退火炉进行520℃24 h的退火处理,开发出了极薄复层（80~90μm）冷轧4A60铝/08Al钢1.7 mm复合带材。复合带材中08Al钢的组织为平均晶粒尺寸15μm的等轴铁素体,抗拉强度≥320MPa,伸长率≥28%,弯曲性能也符合指标要求。复合带材在（600±10）℃钎焊后铝钢界面未发现金属间化合物,铝钢界面未发现分层现象。
文摘In this study,finite element(FE)analysis is utilized to investigate the shear capacity of reinforced concrete(RC)beams strengthened with embedded through-section(ETS)bars.Effects of critical variables on the beam shear strength,including the compressive strength of concrete,stiffness ratio between ETS bars and steel stirrups,and use of ETS strengthening system alone,are parametrically investigated.A promising method based on the bond mechanism between ETS strengthening and concrete is then proposed for predicting the shear resistance forces of the strengthened beams.An expression for the maximum bond stress of the ETS bars to concrete is developed.This new expression eliminates the difficulty in the search and selection of appropriate bond parameters from adhesion tests.The results obtained from the FE models and analytical models are validated by comparison with those measured from the experiments.Consequently,the model proposed in this study demonstrates better performance and more accuracy for prediction of the beam shear-carrying capacity than those of existing models.The results obtained from this study can also serve researchers and engineers in selection of the proper shear strength models for design of ETS-strengthened RC beams.
