弹性橡胶混凝土压、弯变形性能试验研究_《混凝土与水泥制品》杂志社

头部文案

发布时间：2020-01-06 00:00:00

全国建材科技期刊
全国中文核心期刊
中国科技论文统计源期刊
万方数据-数字化期刊群入网期刊
中国学术期刊（光盘版）全文收录期刊

华东地区优秀科技期刊
江苏省期刊方阵“双效期刊”
中国期刊网全文收录期刊
中国科技期刊数据库全文收录期刊



弹性橡胶混凝土压、弯变形性能试验研究

Experimental Study on Deformation Characteristic of Elastic Rubberized Concrete Under Compressive and Flecxural Loading

２００8年第2期

橡胶混凝土；应力-应变全曲线；荷载-挠度曲线；全曲线拟合方程

Rubberized Concrete； Stress-Strain curve； Load-Deflection curve； Simulated stress-strain equation

２００8年第2期

1000-4637（2008）02-06-05

国家自然科学基金项目（50778039），江苏省自然科学基金项目(BK2007111)

王婧一，王立燕，张亚梅

东南大学江苏省土木工程材料重点实验室，南京 211189

王婧一，王立燕，张亚梅

浏览量:

1000

摘要：对普通混凝土、橡胶混凝土及橡胶纤维混凝土进行了单轴受压及四点弯曲荷载作用下变形性能的试验研究，得到了各组混凝土的单轴受压应力-应变全曲线及弯曲荷载作用下的荷载-挠度曲线，并对单轴受压应力-应变全曲线进行了拟合，得出了全曲线方程及拟合参数。结果表明，橡胶及橡胶纤维混凝土单轴受压应变峰值分别是普通混凝土的1.74和1.92倍，弯拉荷载作用下的极限挠度分别达到0.66mm和0.80mm，折压比分别是普通混凝土的1.45和1.64倍。说明橡胶及纤维的掺入大大提高了普通水泥混凝土的韧性及变性性能。 Abstract: The deformation of the ordinary concrete, rubberized concrete and fiber reinforced rubberized concrete under uniaxial compression and four-point flexure is studied by tests, and the stress-strain curves under uniaxial compression and the load-deflection curve under four-point flexure are obtained. Then the complete stress-strain curves are analyzed and compared theoretically, and the simulated stress-strain equations are established. The results show that the strain at ultimate stress of rubberized concrete and fiber reinforced rubberized concrete under uniaxial compression is 1.74 and 1.92 times of the ordinary concrete respectively, and the ultimate deflection of rubberized concrete and fiber reinforced rubberized concrete under flexure is of 0.66mm and 0.80mm respectively, while the ordinary is only of 0.32mm. The ratio of flexural strength to compression strength of rubberized concrete and fiber reinforced rubberized concrete is 1.45 and 1.64 times of the ordinary concrete. The results also show that the addition of rubber and fiber has greatly improved the toughness and deformationness of the ordinary cement concrete.

英文名 : Experimental Study on Deformation Characteristic of Elastic Rubberized Concrete Under Compressive and Flecxural Loading

刊期 : ２００8年第2期

关键词 : 橡胶混凝土；应力-应变全曲线；荷载-挠度曲线；全曲线拟合方程

Key words : Rubberized Concrete； Stress-Strain curve； Load-Deflection curve； Simulated stress-strain equation

刊期 : ２００8年第2期

DOI :

文章编号 : 1000-4637（2008）02-06-05

基金项目 : 国家自然科学基金项目（50778039），江苏省自然科学基金项目(BK2007111)

作者 : 王婧一，王立燕，张亚梅

单位 : 东南大学江苏省土木工程材料重点实验室，南京 211189

王婧一，王立燕，张亚梅





摘要

参数

结论

参考文献

引用本文

Abstract: The deformation of the ordinary concrete, rubberized concrete and fiber reinforced rubberized concrete under uniaxial compression and four-point flexure is studied by tests, and the stress-strain curves under uniaxial compression and the load-deflection curve under four-point flexure are obtained. Then the complete stress-strain curves are analyzed and compared theoretically, and the simulated stress-strain equations are established. The results show that the strain at ultimate stress of rubberized concrete and fiber reinforced rubberized concrete under uniaxial compression is 1.74 and 1.92 times of the ordinary concrete respectively, and the ultimate deflection of rubberized concrete and fiber reinforced rubberized concrete under flexure is of 0.66mm and 0.80mm respectively, while the ordinary is only of 0.32mm. The ratio of flexural strength to compression strength of rubberized concrete and fiber reinforced rubberized concrete is 1.45 and 1.64 times of the ordinary concrete. The results also show that the addition of rubber and fiber has greatly improved the toughness and deformationness of the ordinary cement concrete.

关键词:

橡胶混凝土；应力-应变全曲线；荷载-挠度曲线；全曲线拟合方程

扫二维码用手机看

[1] Binsheng Zhang，Nenad Bicanic，Christopher J. Pearce，etc．Relationship between brittleness and moisture loss of concrete exposedto high temperatures[J]．Cement and Concrete Research，2002 (32) ：363–364.

[2] Malek K. Batayneh，Iqbal Marie，Ibrahim Asi．Promoting the use of crumb rubber concrete in developing countries[J]．Waste Management．2007：1-5.

[3] Piti Sukontasukkul，Chalermphol Chaikaew．Properties of concrete pedestrian block mixed with crumb rubber[J]．Construction and Building Materials．2005：1-7.

[4] 陆永其．国外废橡胶资源的利用概况[J]．再生资源研究，2005 (1)：16-19.

[5] 唐弢，漆新华，王维平．中国废旧轮胎资源循环利用的现状，问题及对策研究[J]．环境污染与防治，2006 (2).

[6] 涂芳，薛娜．胶粉的生产应用现状及发展[J]．中国资源综合利用，2006，24(4)：22-23.

[7] F.Herna′ndez-Olivares，G.Barluenga，M.Bollati，et al．Static and dynamic behavior of recycled tyre rubber-filled concrete[J]．Cement and Concrete Research，2002 (32)：1587-1596.

[8] F. Herna’ndez-Olivares，G. Barluenga，B.Parga-Landa，et al．Fatigue behavior of recycled tyre rubber-filled concrete and its implications in the design of rigid pavements [J]．Construction and Building Materials，2006：1-10.

[9] Rafat Siddique，Tarun R. Naik．Properties of concrete containing scrap-tire rubber – an overview[J]．Waste Management，2004(24)：563–569.

[10] 朱涵．新型弹性混凝土的研究综述[J]．天津建设科技，2004(2)：35-37.

[11] 宋少民，刘娟红，金树新．橡胶粉改性高韧性混凝土研究[J]．混凝土与水泥制品，1997(1)：11-12.

[12] 陈波，张亚梅，陈胜霞．橡胶水泥混凝土性能的初步研究[J]．混凝土，2004 (12)：37-39.

[13] 张亚梅，陈胜霞，高岳毅．浸-烘循环作用下橡胶水泥混凝土的性能研究[J]．建筑材料学报，2005，8(6)：665-671.

[14] 亢景付，任海波，张平祖．橡胶混凝土的抗裂性能和弯曲变形性能[J]．复合材料学报，2006，23(6)：158-162.

[15] 朱涵，刘春生，张永明，等．橡胶集料掺量对混凝土压弯性能的影响[J]．天津大学学报，2007，40(7)：763-764.

[16] 中交公路规划设计院．JTG D40-2002公路水泥混凝土路面设计规范[S]．北京：人民交通出版社，2003.5.

[17] 过镇海．混凝土的强度和变形，试验基础和本构关系[M]．北京：清华大学出版社，1997：31-39.

上一个

不同工艺生产的橡胶微粒对路面混凝土性能的影响

下一个

特超强高性能混凝土的研制与展望

头部文案

弹性橡胶混凝土压、弯变形性能试验研究

相关文件