预应力混凝土简支梁板中无粘结筋应力增长规律
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摘要
针对无粘结预应力混凝土梁板在受荷过程中的无粘结筋不符合变形平截面假定的特点,应用等刚度法及弯矩-曲率非线性分析法,编制了可用于分别考察正常使用极限状态和承载能力极限状态无粘结筋应力增长规律的计算程序。基于模型试验结果和大量仿真分析结果,得到了非预应力筋配筋指标、预应力筋配筋指标、跨高比、加载形式、预应力筋布筋型式、跨中预应力筋合力点至受压区边缘的距离等参数对正常使用阶段及正截面承载能力极限状态下简支梁板中无粘结筋应力增长的影响规律;建立了无粘结预应力混凝土简支梁板中无粘结筋在正常使用阶段和正截面承载能力极限状态下应力增量的计算公式。
Because the plane-section assumption is not applicable to tendon in unbonded prestressed concrete beams and slabs under loading,the constant stiffness method and moment-curvature nonlinear analysis method were used to compile the calculation programs of the law with serviceability and ultimate carrying capacity.Based on results of the model experiment and a large number of simulations analysis,the law of some basic factors such as non-prestressed reinforcement index βs,prestressing reinforcement index βp,ratio of span to depth l/h,loading type,distribution of prestressed reinforcements and depth from concrete extreme fiber to centroid of the prestressing steels hp affecting stress increment of tendons in simple beams and slabs were presented,and then calculation formulus of stress increment of tendons at serviceability and ultimate carrying capacity state in unbonded prestressed concrete beams and slabs were proposed.
Because the plane-section assumption is not applicable to tendon in unbonded prestressed concrete beams and slabs under loading,the constant stiffness method and moment-curvature nonlinear analysis method were used to compile the calculation programs of the law with serviceability and ultimate carrying capacity.Based on results of the model experiment and a large number of simulations analysis,the law of some basic factors such as non-prestressed reinforcement index βs,prestressing reinforcement index βp,ratio of span to depth l/h,loading type,distribution of prestressed reinforcements and depth from concrete extreme fiber to centroid of the prestressing steels hp affecting stress increment of tendons in simple beams and slabs were presented,and then calculation formulus of stress increment of tendons at serviceability and ultimate carrying capacity state in unbonded prestressed concrete beams and slabs were proposed.
引文
[1]陶学康.无粘结预应力混凝土设计与施工[M].北京:地震出版社,1993.
[2]郑文忠,郑弦,王英.两跨预应力混凝土连续梁中无粘结筋极限应力计算方法[J].建筑结构,2005,35(7):67-71.Zheng Wen-zhong,Zheng Xian,Wang Ying.Calcu-lation of ultimate stress of unbonded tendons in con-tinuous prestressed concrete beam[J].BuildingStructure,2005,35(7):67-71.
[3]JGJ92-2004无粘结预应力混凝土结构技术规程[S].北京:中国建筑工业出版社,2005.
[4]GB50010-2002混凝土结构设计规范[S].北京:中国建筑工业出版社,2002.
[5]陶学康,王逸,杜拱辰.无粘结部分预应力混凝土的变形计算[J].建筑结构学报,1989(1):20-27.Tao Xue-kang,Wang Yi,Du Gong-chen.Deflectionestimation for unbonded partially prestressed con-crete flexural members[J].Journal of BuildingStructures,1989(1):20-27.
[6]杜拱辰,陶学康.部分预应力混凝土梁无粘结筋极限应力的研究[J].建筑结构学报,1985(6):2-13.Du Gong-chen,Tao Xue-kang.A study of the ulti-mate stress of unbonded tendons in partially pres-tressed concrete beams[J].Journal of BuildingStructures,1985(6):2-13.
[7]刘丰,陈晓宝.集中荷载作用下无粘结预应力混凝土梁的试验研究[J].合肥工业大学学报,2001,24(5):880-884.Liu Feng,Chen Xiao-bao.Experimental study ofunbonded prestressed concrete beams under concen-trated load[J].Journal of Hefei University of Tech-nology,2001,24(5):880-884.
[2]郑文忠,郑弦,王英.两跨预应力混凝土连续梁中无粘结筋极限应力计算方法[J].建筑结构,2005,35(7):67-71.Zheng Wen-zhong,Zheng Xian,Wang Ying.Calcu-lation of ultimate stress of unbonded tendons in con-tinuous prestressed concrete beam[J].BuildingStructure,2005,35(7):67-71.
[3]JGJ92-2004无粘结预应力混凝土结构技术规程[S].北京:中国建筑工业出版社,2005.
[4]GB50010-2002混凝土结构设计规范[S].北京:中国建筑工业出版社,2002.
[5]陶学康,王逸,杜拱辰.无粘结部分预应力混凝土的变形计算[J].建筑结构学报,1989(1):20-27.Tao Xue-kang,Wang Yi,Du Gong-chen.Deflectionestimation for unbonded partially prestressed con-crete flexural members[J].Journal of BuildingStructures,1989(1):20-27.
[6]杜拱辰,陶学康.部分预应力混凝土梁无粘结筋极限应力的研究[J].建筑结构学报,1985(6):2-13.Du Gong-chen,Tao Xue-kang.A study of the ulti-mate stress of unbonded tendons in partially pres-tressed concrete beams[J].Journal of BuildingStructures,1985(6):2-13.
[7]刘丰,陈晓宝.集中荷载作用下无粘结预应力混凝土梁的试验研究[J].合肥工业大学学报,2001,24(5):880-884.Liu Feng,Chen Xiao-bao.Experimental study ofunbonded prestressed concrete beams under concen-trated load[J].Journal of Hefei University of Tech-nology,2001,24(5):880-884.
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