|本期目录/Table of Contents|

[1]孙洋,刁波.混合侵蚀与冻融环境下混凝土力学性能劣化试验[J].建筑科学与工程学报,2008,25(02):41.
 SUN Yang,DIAO Bo.Experiment of Mechanical Properties Deterioration of Concrete in Multi-aggressive and Freeze-thaw Environment[J].Journal of Architecture and Civil Engineering,2008,25(02):41.
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混合侵蚀与冻融环境下混凝土力学性能劣化试验(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
25卷
期数:
2008年02期
页码:
41
栏目:
出版日期:
2008-06-20

文章信息/Info

Title:
Experiment of Mechanical Properties Deterioration of Concrete in Multi-aggressive and Freeze-thaw Environment
作者:
孙洋刁波
北京航空航天大学土木工程系,北京100083
Author(s):
SUN Yang, DIAO Bo
Department of Civil Engineering, Beihang University, Beijing 100083, China
关键词:
混凝土 冻融循环 侵蚀环境 力学性能劣化 水灰比
Keywords:
concrete freeze-thaw cycle aggressive environment mechanical property deterioration water cement ratio
分类号:
TU528
DOI:
-
文献标志码:
A
摘要:
以质量分数为3%的NaCl和5%的Na2SO4混合溶液为侵蚀介质,采用快冻法,对设计强度等级为C30、水灰比分别为0.44、0.50、0.55的混凝土试件进行了0、50、100、150、200次冻融循环试验,测定了各组试件的质量损失、抗压强度、应力、应变等。试验结果表明,混凝土随着冻融循环次数的增多,其表观质量和力学性能均呈现出不同程度的下降趋势,且水灰比越大下降越快。建立了与冻融循环次数相关的力学性能劣化线性方程,为进一步开展混凝土结构在冻融和侵蚀离子共同作用下的劣化机理与计算模型的研究提供了依据。
Abstract:
With mass fraction of 3% NaCl and 5% Na2SO4 mixed solution as aggressive medium, by adopting quick freeze-thaw method, freeze-thaw tests of freeze-thaw cycles of being 0,50,100,150 and 200 were carried out on concrete specimens. The design strength grade was C30 and the water cement ratio was 0.44,0.50,0.55 respectively. The mass loss, compressive strength, strain and stress and so on were tested. The experimental results show that with the increase of times of freeze-thaw cycles, the apparent quality and mechanical properties decline in different velocities, which is higher when water cement ratio is higher. The mechanical properties deterioration linear equations related to freeze-thaw cycles were established. The result can offer reference for further research on deterioration mechanism and calculation model of reinforced concrete structures in multiple actions of freeze-thaw cycles and aggressive ions.

参考文献/References:

[1] 张 誉,蒋利学,张伟平,等.混凝土结构耐久性概论[M].上海:上海科学技术出版社,2003. ZHANG Yu,JIANG Li-xue,ZHANG Wei-ping,et al.An Introduction to Durability of Concrete Structures[M].Shanghai:Shanghai Science & TechnologyPublishing House,2003.
[2]牛全林.预防盐碱环境中混凝土结构耐久性病害的研究及应用[D].北京:清华大学,2004. NIU Quan-lin.Studies and Application of the Technology to Prevent Danger of Concrete Structure Subjected to Alkaline Saline Corrosions[D].Beijing:Tsing-hua University,2004.
[3]宋玉普,于长江,覃丽坤,等.冻融环境下混凝土双向受压强度与变形特性试验研究[J].大连理工大学学报,2004,44(4):545-549. SONG Yu-pu,YU Chang-jiang,QIN Li-kun,et al.Experimental Study of Strength and Deformation of Concrete Under Biaxial Compression in Freezing-thawing Circumstance[J].Journal of Dalian University of Technology,2004,44(4):545-549.
[4]于长江,宋玉普,张 众,等.冻融环境下普通混凝土三轴受压强度与变形特性的试验研究[J].混凝土,2005,27(2):3-7. YU Chang-jiang,SONG Yu-pu,ZHANG Zhong, et al.Experimental Study on the Strength and De-formation of Concrete Under Triaxial Compression After Freezing-thawing Circumstance[J].Concrete,2005,27(2):3-7.
[5]商怀帅,宋玉普,覃丽坤.普通混凝土冻融循环后性能的试验研究[J].混凝土与水泥制品,2005,22(2):9-11. SHANG Huai-shuai,SONG Yu-pu,QIN Li-kun.Experimental Study on Properties of Concrete After Freezing and Thawing Cycles[J].China Concrete and Cement Products,2005,22(2):9-11.
[6]杨全兵,吴学礼,黄士元.去冰盐引起的混凝土盐冻剥蚀破坏[J].混凝土,1995,17(6):29-35. YANG Quan-bing,WU Xue-li,HUANG Shi-yuan.Deicer-frost Scaling of Concrete[J].Concrete,1995,17(6):29-35.
[7]慕 儒,缪昌文,刘加平,等.氯化钠、硫酸钠溶液对混凝土抗冻性的影响及其机理[J].硅酸盐学报,2001,29(6):523-529. MU Ru,MIAO Chang-wen,LIU Jia-ping,et al.Effect of NaCl and Na2SO4 Solution on the Frost Resistance of Concrete and Its Mechanism[J].Journal of the Chinese Ceramic Society,2001,29(6):523-529.
[8]LIANG T M,LIN M S.Modeling the Transport of Multiple Corrosive Chemicals in Concrete Structures:Synergetic Effect Study[J].Cement and Concrete Research,2003,33(12):1917-1924.
[9]马玉平,马 昕,崔建涛.高强度混凝土试验研究[J].建筑科学与工程学报,2005,22(3):67-69. MA Yu-ping,MA Xin,CUI Jian-tao.Experimental Research on High-strength Concrete[J].Journal of Architecture and Civil Engineering,2005,22(3):67-69.
[10]吴建营,李 杰.混凝土弹塑性损伤本构关系统一模型[J].建筑科学与工程学报,2005,22(4):15-31. WU Jian-ying,LI Jie.Unified Elasto-plastic Damage Constitutive Relations Model for Concrete[J].Journal of Architecture and Civil Engineering,2005,22(4):15-31.
[11]王大宏,范 猛.锈蚀钢筋混凝土梁抗弯承载力计算[J].建筑科学与工程学报,2006,23(3):61-65. WANG Da-hong,FAN Meng.Flexural Bearing Capacity Calculation of Corroded Reinforced Concrete Beams[J].Journal of Architecture and Civil Engin-eering,2006,23(3):61-65.
[12]马昆林,谢友均,刘运华,等.砂浆固化Cl-性能的影响因素[J].建筑科学与工程学报,2007,24(1):37-41. MA Kun-lin,XIE You-jun,LIU Yun-hua,et al.Influence Factors on Performance of Mortar Solidifying Chloride[J].Journal of Architecture and Civil Engin-eering,2007,24(1):37-41.
[13]李建波,林 皋,陈健云,等.混凝土损伤演化的随机力学参数细观数值影响分析[J].建筑科学与工程学报,2007,24(3):7-12. LI Jian-bo,LIN Gao,CHEN Jian-yun,et al.Mesoscopic Numerical Influence Analysis of Random Mech-anical Parameter of Concrete Damage Evolution[J].Journal of Architecture and Civil Engin-eering,2007,24(3):7-12.

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 ZHU Jin-peng,LI Shu-cai,LIU Xian-bo,et al.Mechanical Property Deterioration Model for Concrete in Environment with Freezing-thawing[J].Journal of Architecture and Civil Engineering,2009,26(02):62.

备注/Memo

备注/Memo:
收稿日期:2008-03-01
基金项目:国家自然科学基金项目(50778010)
作者简介:孙 洋(1982-),男,内蒙古乌兰浩特人,工学博士研究生,E-mail:sunyang@ce.buaa.edu.cn。
更新日期/Last Update: 2008-06-20