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石首长江公路大桥短线法预制PC主梁设计研究 被引量:9
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作者 张家元 詹建辉 丁望星 《世界桥梁》 北大核心 2019年第1期16-21,共6页
石首长江公路大桥主桥为主跨820m的双塔不对称混合梁斜拉桥。中跨和南边跨采用钢箱梁,北边跨采用预应力混凝土主梁。结合场地水文和地质特点、宽幅大截面箱梁抗裂和质量要求,PC主梁采用"地面预制+支架存梁"的短线法预制拼装... 石首长江公路大桥主桥为主跨820m的双塔不对称混合梁斜拉桥。中跨和南边跨采用钢箱梁,北边跨采用预应力混凝土主梁。结合场地水文和地质特点、宽幅大截面箱梁抗裂和质量要求,PC主梁采用"地面预制+支架存梁"的短线法预制拼装施工方案。主梁纵向体内预应力采用大直径优质合金高强钢棒预应力体系,配套采用体内+体外束预应力设计。通过采用地面预制的施工方案、构造优化和横向预应力多次分批张拉、混凝土的配合比及温控养护措施,在宽幅、大截面箱梁的匹配预制精度控制、裂缝控制上取得了预期效果。北边跨预制PC梁胶拼成跨,不设湿接缝,通过无应力长度参数和梁段间竖向转角参数的精度控制保证成桥线形。北边跨PC主梁预制精度、工程质量和拼装线形达到了设计预期。 展开更多
关键词 斜拉桥 混合梁 双边箱主梁 短线法 预应力体系 裂缝控制 预制精度 设计
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Rolling force prediction for strip casting using theoretical model and artificial intelligence 被引量:3
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作者 曹光明 李成刚 +4 位作者 周国平 刘振宇 吴迪 王国栋 刘相华 《Journal of Central South University》 SCIE EI CAS 2010年第4期795-800,共6页
Rolling force for strip casting of 1Cr17 ferritic stainless steel was predicted using theoretical model and artificial intelligence.Solution zone was classified into two parts by kiss point position during casting str... Rolling force for strip casting of 1Cr17 ferritic stainless steel was predicted using theoretical model and artificial intelligence.Solution zone was classified into two parts by kiss point position during casting strip.Navier-Stokes equation in fluid mechanics and stream function were introduced to analyze the rheological property of liquid zone and mushy zone,and deduce the analytic equation of unit compression stress distribution.The traditional hot rolling model was still used in the solid zone.Neural networks based on feedforward training algorithm in Bayesian regularization were introduced to build model for kiss point position.The results show that calculation accuracy for verification data of 94.67% is in the range of ±7.0%,which indicates that the predicting accuracy of this model is very high. 展开更多
关键词 kiss point Navier-Stokes equation rheological properties Bayesian method generalization capabilities
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