文章摘要
赵霄,金凌志.缓粘结预应力混凝土连续梁预应力损失计算及摩阻力研究[J].井冈山大学自然版,2011,(6):99-103
缓粘结预应力混凝土连续梁预应力损失计算及摩阻力研究
RESEARCH OF THE CALCULATION TO PRESTRESS LOSS AND THE STRETCHING FRICTION OF RETARD-BONDED PRESTRESSED CONCRETE CONTINUOUS BEAMS
  
DOI:
中文关键词: 缓粘结预应力  连续梁  预应力损失  摩阻力
英文关键词: retard-bonded prestressed  continuous beam  prestress loss  stretching friction
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作者单位
赵霄,金凌志 桂林理工大学土木与建筑工程学院 
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中文摘要:
      基于缓粘结预应力混凝土两跨连续梁的受弯试验研究,对加载过程中预应力筋的摩阻力进行了分析研究,并计算了缓粘结预应力连续梁的预应力损失。通过分析得出了在预应力损失中孔道摩擦损失起主要作用的结论;对比试验中摩阻力测试值和预应力损失计算值,虽然二者存在一定的差异,但相差并不大,表明试验数据有一定的可信度,为在设计缓粘结预应力混凝土连续受弯构件提供参考数据。
英文摘要:
      On the basis of the bending experimental on retard-bonded prestressed concrete two-span continuous beams,we analyzed the stretching friction in the process of loading and calculated the prestress loss of retard-bonded prestressed concrete.The experiment and analysis show two conclusions,one is that the loss of canal friction is the most important function in prestress loss;the other is that the stretching friction is almost the same as the calculation to prestress loss when consider the effects of friction in the design of retard-bonded prestressed concrete continuous beams.
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