钢筋混凝土锈蚀损伤研究综述
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摘要
钢筋锈蚀是钢筋混凝土结构耐久性降低的主要因素之一。简要说明研究钢筋混凝土锈蚀损伤的重要意义,阐述了钢筋混凝土锈蚀件损伤的研究状况。主要从混凝土中锈蚀钢筋的力学性能、钢筋锈蚀引起的混凝土损伤、锈蚀钢筋与混凝土间粘结性能和锈蚀钢筋混凝土受弯构件、受压构件的受力性能、锈蚀钢筋混凝土构件抗震性能等方面总结归纳了国内外的研究现状与成果,并分析了今后的研究方向。
The research result shows that the corrosion of reinforcement is one of the dominating factor for decreasing the durability of reinforced concrete structures.In this paper,the significance of the research of corroded reinforced concrete is presented,and an attempt is made to integrate the latest development with regard to the mechanical behaviors of reinforcement corrosion,the damage of concrete due to corroded bars,bond relationship between corroded bars and concrete,as well as the load capacity of corroded reinforced concrete flexural member and compressive member and the seismic behavior of corroded reinforced concrete element.And the trend of its development in future is discussed as well.
The research result shows that the corrosion of reinforcement is one of the dominating factor for decreasing the durability of reinforced concrete structures.In this paper,the significance of the research of corroded reinforced concrete is presented,and an attempt is made to integrate the latest development with regard to the mechanical behaviors of reinforcement corrosion,the damage of concrete due to corroded bars,bond relationship between corroded bars and concrete,as well as the load capacity of corroded reinforced concrete flexural member and compressive member and the seismic behavior of corroded reinforced concrete element.And the trend of its development in future is discussed as well.
引文
[1]柯伟.中国腐蚀调查报告〔M〕.北京:化学工业出版社、工业装备与信息工程出版社,2003.
[2]Dimitri V.Val.Mark G.Stewart and Robert E.Melchers.Effect of reinforcement corrosion on reliability of highwaybridges〔J〕.Engineering struction,1998,20(11):1 010-1019.
[3]冯乃谦,蔡军旺,牛全林.山东沿海钢筋混凝土公路桥的劣化破坏及其对策的研究〔J〕.混凝土,2003(1):3-6.
[4]张平生,卢梅.锈蚀钢筋的力学性能〔J〕.工业建筑,1995,25(9):41-44.
[5]Abdullah A.Almusallam.Effect of degree of corrosion on theproperties of reinforcing steel bars〔J〕.Construction andBuilding Materials,2001(15):361-368.
[6]袁迎曙,贾福萍,蔡跃.锈蚀钢筋的力学性能退化研究〔J〕.工业建筑,2000,30(1):43-46.
[7]惠云玲,林志伸,李荣.锈蚀钢筋性能试验研究分析〔J〕.工业建筑,1997,27(6):10-13.
[8]丁威,崔国惠.大气条件混凝土中钢筋锈蚀程度发展对保护层开裂和钢筋力学性能影响的试验研究〔J〕.混凝土,2000(1):38-41.
[9]金伟良,赵羽习,鄢飞.钢筋混凝土构件的均匀钢筋锈胀力及其影响因素〔J〕.工业建筑,2001,31(5):6-8.
[10]Robert Capozucca.Damage to reinforced concrete due to rein-forcement corrosion〔J〕.Construction and Building Materials.1995,9(5):295-303.
[11]沈德建,吴胜兴.海水浪溅下混凝土中锈蚀钢筋性能试验研究及仿真分析〔J〕.工业建筑,2005,35(3):58-62.
[12]王军强.钢筋锈蚀产物膨胀在混凝土中产生的应力分析〔J〕.建筑技术开发,2002,29(1):7-10.
[13]张喜德,韦树英,彭修宁.钢筋锈蚀对混凝土抗压强度影响的试验研究〔J〕.工业建筑,2003,33(3):5-7.
[14]Al-Sulaimani G J.etal.Influence of Corrosion and Crackingon Bond Behavior and Strength of Reinforced Concrete Mem-bers〔J〕.ACI Structural Journal,1990,87(2):220-231.
[15]X.Fu and D.D.L.Chung.Effect of Corrosion on the BondBetween Concrete and Steel Rebar〔J〕.Cement and ConcreteResearch,1997,27(12):1 811-1 815.
[16]Lamya Amleh and Saeed Mirza.Corrosion Influence on BondBetween Steel and Concrete〔J〕.ACI Structural Journal,1999,96(3):415-422.
[17]范颖芳,黄振国,李健美,郭乐工.受腐蚀钢筋混凝土构件中钢筋与混凝土粘结性能研究〔J〕.工业建筑,1999,29(8):49-51.
[18]王林科,陶峰等.锈后钢筋混凝土粘结锚固的试验研究〔J〕.工业建筑,1996,26(4):14-16.
[19]潘振华,牛获涛,王庆霖.锈蚀率与极限粘结强度关系的试验研究〔J〕.工业建筑,2000,30(5):10-12.
[20]赵羽习,金伟良.钢筋与混凝土粘结本构关系的试验研究〔J〕.建筑结构学报,2001,23(1):32-37.
[21]张伟平,张誉.锈胀开裂后钢筋混凝土粘结滑移本构关系研究〔J〕.土木工程学报,2001,34(5):40-44.
[22]李宏毅,陈朝晖,白绍良等.结构耐久性应用研究现状综述〔J〕.重庆建筑大学学报,2001,23(2):98-103.
[23]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.
[24]Dr.J.Rodriguez,L.M.Ortega and J.Casal.Load carrying ca-pacity of concrete structures with corroded reinforcement〔J〕.Construction and Building Materials,1997,11(4):239-248.
[25]P.S.Mangat,M.Elgart.Flexural Strength of Concrete Beamswith Corroding Reinforcement〔J〕.ACI Structural Journal,1999,96(1):149-158.
[26]H.Abdul Razak,F.C.Choi.The effect of corrosion on thenatural frequency and modal damping of reinforced concretebeams〔J〕.Engineering Structures,2001(23):1126-1133.
[27]袁迎曙,余索.锈蚀钢筋混凝土梁的结构性能退化〔J〕.建筑结构学报,1997,18(4):51-57.
[28]牛获涛,翟彬等.锈蚀钢筋混凝土梁的承载力分析〔J〕.建筑结构,1999(8):23-25.
[29]牛获涛,卢梅,王庆霖.锈蚀钢筋混凝土正截面受弯承载力计算方法研究〔J〕.建筑结构,2002,32(10):14-17.
[30]吴瑾,吴胜兴.锈蚀钢筋混凝土受弯构件承载力评估〔J〕.河海大学学报(自然科学版),2004,32(5):283-286.
[31]惠云玲,李荣等.混凝土基本构件钢筋锈蚀前后性能试验研究〔J〕.工业建筑,1997,27(6):14-17.
[32]史庆轩,李小键,牛获涛.钢筋锈蚀前后混凝土偏心受压构件承载力试验研究〔J〕.西安建筑科技大学学报,1999,31(3):218-221.
[33]史庆轩,李小键,牛获涛.锈蚀钢筋混凝土偏心受压构件承载力试验研究〔J〕.工业建筑,2001,31(5):14-17.
[34]田瑞华,颜桂云等.锈蚀钢筋混凝土构件抗剪承载力的试验研究与理论分析〔J〕.四川建筑科学研究,2003,29(3):36-38.
[35]徐善华,牛荻涛.锈蚀钢筋混凝土简支梁斜截面抗剪性能研究〔J〕.建筑结构学报,2004,25(5):98-104.
[36]史庆轩,牛获涛,颜桂云.反复荷载作用下锈蚀钢筋混凝土压弯构件恢复力性能的试验研究〔J〕.地震工程与工程振动,2000,20(4):44-50.
[2]Dimitri V.Val.Mark G.Stewart and Robert E.Melchers.Effect of reinforcement corrosion on reliability of highwaybridges〔J〕.Engineering struction,1998,20(11):1 010-1019.
[3]冯乃谦,蔡军旺,牛全林.山东沿海钢筋混凝土公路桥的劣化破坏及其对策的研究〔J〕.混凝土,2003(1):3-6.
[4]张平生,卢梅.锈蚀钢筋的力学性能〔J〕.工业建筑,1995,25(9):41-44.
[5]Abdullah A.Almusallam.Effect of degree of corrosion on theproperties of reinforcing steel bars〔J〕.Construction andBuilding Materials,2001(15):361-368.
[6]袁迎曙,贾福萍,蔡跃.锈蚀钢筋的力学性能退化研究〔J〕.工业建筑,2000,30(1):43-46.
[7]惠云玲,林志伸,李荣.锈蚀钢筋性能试验研究分析〔J〕.工业建筑,1997,27(6):10-13.
[8]丁威,崔国惠.大气条件混凝土中钢筋锈蚀程度发展对保护层开裂和钢筋力学性能影响的试验研究〔J〕.混凝土,2000(1):38-41.
[9]金伟良,赵羽习,鄢飞.钢筋混凝土构件的均匀钢筋锈胀力及其影响因素〔J〕.工业建筑,2001,31(5):6-8.
[10]Robert Capozucca.Damage to reinforced concrete due to rein-forcement corrosion〔J〕.Construction and Building Materials.1995,9(5):295-303.
[11]沈德建,吴胜兴.海水浪溅下混凝土中锈蚀钢筋性能试验研究及仿真分析〔J〕.工业建筑,2005,35(3):58-62.
[12]王军强.钢筋锈蚀产物膨胀在混凝土中产生的应力分析〔J〕.建筑技术开发,2002,29(1):7-10.
[13]张喜德,韦树英,彭修宁.钢筋锈蚀对混凝土抗压强度影响的试验研究〔J〕.工业建筑,2003,33(3):5-7.
[14]Al-Sulaimani G J.etal.Influence of Corrosion and Crackingon Bond Behavior and Strength of Reinforced Concrete Mem-bers〔J〕.ACI Structural Journal,1990,87(2):220-231.
[15]X.Fu and D.D.L.Chung.Effect of Corrosion on the BondBetween Concrete and Steel Rebar〔J〕.Cement and ConcreteResearch,1997,27(12):1 811-1 815.
[16]Lamya Amleh and Saeed Mirza.Corrosion Influence on BondBetween Steel and Concrete〔J〕.ACI Structural Journal,1999,96(3):415-422.
[17]范颖芳,黄振国,李健美,郭乐工.受腐蚀钢筋混凝土构件中钢筋与混凝土粘结性能研究〔J〕.工业建筑,1999,29(8):49-51.
[18]王林科,陶峰等.锈后钢筋混凝土粘结锚固的试验研究〔J〕.工业建筑,1996,26(4):14-16.
[19]潘振华,牛获涛,王庆霖.锈蚀率与极限粘结强度关系的试验研究〔J〕.工业建筑,2000,30(5):10-12.
[20]赵羽习,金伟良.钢筋与混凝土粘结本构关系的试验研究〔J〕.建筑结构学报,2001,23(1):32-37.
[21]张伟平,张誉.锈胀开裂后钢筋混凝土粘结滑移本构关系研究〔J〕.土木工程学报,2001,34(5):40-44.
[22]李宏毅,陈朝晖,白绍良等.结构耐久性应用研究现状综述〔J〕.重庆建筑大学学报,2001,23(2):98-103.
[23]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.
[24]Dr.J.Rodriguez,L.M.Ortega and J.Casal.Load carrying ca-pacity of concrete structures with corroded reinforcement〔J〕.Construction and Building Materials,1997,11(4):239-248.
[25]P.S.Mangat,M.Elgart.Flexural Strength of Concrete Beamswith Corroding Reinforcement〔J〕.ACI Structural Journal,1999,96(1):149-158.
[26]H.Abdul Razak,F.C.Choi.The effect of corrosion on thenatural frequency and modal damping of reinforced concretebeams〔J〕.Engineering Structures,2001(23):1126-1133.
[27]袁迎曙,余索.锈蚀钢筋混凝土梁的结构性能退化〔J〕.建筑结构学报,1997,18(4):51-57.
[28]牛获涛,翟彬等.锈蚀钢筋混凝土梁的承载力分析〔J〕.建筑结构,1999(8):23-25.
[29]牛获涛,卢梅,王庆霖.锈蚀钢筋混凝土正截面受弯承载力计算方法研究〔J〕.建筑结构,2002,32(10):14-17.
[30]吴瑾,吴胜兴.锈蚀钢筋混凝土受弯构件承载力评估〔J〕.河海大学学报(自然科学版),2004,32(5):283-286.
[31]惠云玲,李荣等.混凝土基本构件钢筋锈蚀前后性能试验研究〔J〕.工业建筑,1997,27(6):14-17.
[32]史庆轩,李小键,牛获涛.钢筋锈蚀前后混凝土偏心受压构件承载力试验研究〔J〕.西安建筑科技大学学报,1999,31(3):218-221.
[33]史庆轩,李小键,牛获涛.锈蚀钢筋混凝土偏心受压构件承载力试验研究〔J〕.工业建筑,2001,31(5):14-17.
[34]田瑞华,颜桂云等.锈蚀钢筋混凝土构件抗剪承载力的试验研究与理论分析〔J〕.四川建筑科学研究,2003,29(3):36-38.
[35]徐善华,牛荻涛.锈蚀钢筋混凝土简支梁斜截面抗剪性能研究〔J〕.建筑结构学报,2004,25(5):98-104.
[36]史庆轩,牛获涛,颜桂云.反复荷载作用下锈蚀钢筋混凝土压弯构件恢复力性能的试验研究〔J〕.地震工程与工程振动,2000,20(4):44-50.
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