海工钢筋混凝土结构锈裂宽度与锈蚀率的关系及其对黏结力的影响
|
摘要
综述了钢筋混凝土胀裂后裂缝宽度与钢筋锈蚀率的关系及对钢筋黏结力的影响,并以实验数据为基础,比较了各理论值之间的差异,讨论了差异产生的原因,最后提出不同模型的适用条件。结果可为海工混凝土结构安全性评估提供参考。
This paper summarizes the relationship between corrosive crack width and steel corrosion rate and its effects on cohesive force.Based on test data,the different theoretical values were compared and the reasons were analyzed.Then applicable conditions of different models were proposed.The results can provide for the security assessment of marine reinforced concrete structures.
This paper summarizes the relationship between corrosive crack width and steel corrosion rate and its effects on cohesive force.Based on test data,the different theoretical values were compared and the reasons were analyzed.Then applicable conditions of different models were proposed.The results can provide for the security assessment of marine reinforced concrete structures.
引文
[1]孙彬,牛荻涛,王庆霖.锈蚀钢筋混凝土梁抗弯承载力计算方法[J].土木工程学报,2008,41(11):1-6.
[2]郑大平,熊保林.碳纤维加固技术的发展及研究概况[J].山西建筑,2007,31(11):91-92.
[3]Andrade C,Alonso C,Molina F J.Cover Cracking as a Function ofBar Corrosion:Part 1-Experimental Test[J].Materials andStructures,1993,26(162):453-464.
[4]Alonso C,Andrade C,Rodriguez J,et al.Factors ControllingCracking of Concrete Affected by Reinforcement Corrosion[J].Materials and Structures,1998,31(8/9):435-441.
[5]Molina F J,Alonse C,Andrade C.Cover Cracking as a Function ofBar Corrosion:Part 2-Numberical Model[J].Materials andStructures,1993,26(163):532-548.
[6]赵羽习,金伟良.混凝土构件锈蚀胀裂时的钢筋锈蚀率[J].水利学报,2004,35(11):97-101.
[7]郑建军,周欣竹,Lic Q.钢筋混凝土结构锈蚀损伤的解析解[J].水利学报,2004,35(12):97-101.
[8]惠云玲,李荣,林志伸,等.混凝土基本构件钢筋锈蚀前后性能研究[J].工业建筑,1997(6):14-18.
[9]陶峰,王林科,王庆霖.服役钢筋混凝土构件承载力的实验研究[J].工业建筑,1996,26(4):17-20.
[10]张伟平.混凝土结构的钢筋锈蚀损伤预测及其耐久性评估[D].上海:同济大学博士学位论文,1999.
[11]金伟良,赵羽习.锈蚀钢筋混凝土梁抗弯强度的试验研究[J].工业建筑,2001,31(5):9-11.
[12]邸小坛,周燕.旧建筑物的检测加固与维护[M].北京:地震出版社,1992.
[13]惠云玲.混凝土结构中钢筋锈蚀评估的试验研究报告[R].北京:冶金部建筑设计院总院,1985.
[14]Alonso C,Andrade C,Rodriguez J,et al.Factors ControllingCracking of Concrete Affected Reinforcement Corrosion[J].Materials and Structures,1998,31(211):435-441.
[15]王深.钢筋混凝土结构锈胀裂缝的研究及耐久性评估[D].上海:同济大学硕士学位论文,2000.
[16]牛荻涛,王庆霖,王林科.锈蚀开裂后混凝土中钢筋锈蚀量的预测[J].工业建筑,1999,29(2):51-55.
[17]陈海斌,牛荻涛,浦修.应用人工神经网络技术评估混凝土中的钢筋锈蚀量[J].工业建筑,1999,29(2):51-55.
[18]赵羽习,金伟良.锈蚀钢筋与混凝土黏结性能的试验研究[J].浙江大学学报,2002(6):76-81.
[19]范颖芳,黄振国,李健美,等.受腐蚀钢筋混凝土构件中钢筋与混凝土黏结性能研究[J].工业建筑,1999,29(8):51-53.
[2]郑大平,熊保林.碳纤维加固技术的发展及研究概况[J].山西建筑,2007,31(11):91-92.
[3]Andrade C,Alonso C,Molina F J.Cover Cracking as a Function ofBar Corrosion:Part 1-Experimental Test[J].Materials andStructures,1993,26(162):453-464.
[4]Alonso C,Andrade C,Rodriguez J,et al.Factors ControllingCracking of Concrete Affected by Reinforcement Corrosion[J].Materials and Structures,1998,31(8/9):435-441.
[5]Molina F J,Alonse C,Andrade C.Cover Cracking as a Function ofBar Corrosion:Part 2-Numberical Model[J].Materials andStructures,1993,26(163):532-548.
[6]赵羽习,金伟良.混凝土构件锈蚀胀裂时的钢筋锈蚀率[J].水利学报,2004,35(11):97-101.
[7]郑建军,周欣竹,Lic Q.钢筋混凝土结构锈蚀损伤的解析解[J].水利学报,2004,35(12):97-101.
[8]惠云玲,李荣,林志伸,等.混凝土基本构件钢筋锈蚀前后性能研究[J].工业建筑,1997(6):14-18.
[9]陶峰,王林科,王庆霖.服役钢筋混凝土构件承载力的实验研究[J].工业建筑,1996,26(4):17-20.
[10]张伟平.混凝土结构的钢筋锈蚀损伤预测及其耐久性评估[D].上海:同济大学博士学位论文,1999.
[11]金伟良,赵羽习.锈蚀钢筋混凝土梁抗弯强度的试验研究[J].工业建筑,2001,31(5):9-11.
[12]邸小坛,周燕.旧建筑物的检测加固与维护[M].北京:地震出版社,1992.
[13]惠云玲.混凝土结构中钢筋锈蚀评估的试验研究报告[R].北京:冶金部建筑设计院总院,1985.
[14]Alonso C,Andrade C,Rodriguez J,et al.Factors ControllingCracking of Concrete Affected Reinforcement Corrosion[J].Materials and Structures,1998,31(211):435-441.
[15]王深.钢筋混凝土结构锈胀裂缝的研究及耐久性评估[D].上海:同济大学硕士学位论文,2000.
[16]牛荻涛,王庆霖,王林科.锈蚀开裂后混凝土中钢筋锈蚀量的预测[J].工业建筑,1999,29(2):51-55.
[17]陈海斌,牛荻涛,浦修.应用人工神经网络技术评估混凝土中的钢筋锈蚀量[J].工业建筑,1999,29(2):51-55.
[18]赵羽习,金伟良.锈蚀钢筋与混凝土黏结性能的试验研究[J].浙江大学学报,2002(6):76-81.
[19]范颖芳,黄振国,李健美,等.受腐蚀钢筋混凝土构件中钢筋与混凝土黏结性能研究[J].工业建筑,1999,29(8):51-53.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心