BENDING BEAM ANALYSIS FOR REINFORCED CRUMB RUBBER CONCRETE BASED ON STRAIN ENERGY

Yuan Lin; Zhu Han

doi:10.13204/j.gyjz200704010

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Yuan Lin, Zhu Han. BENDING BEAM ANALYSIS FOR REINFORCED CRUMB RUBBER CONCRETE BASED ON STRAIN ENERGY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(4): 32-36. doi: 10.13204/j.gyjz200704010

Citation:

Yuan Lin, Zhu Han. BENDING BEAM ANALYSIS FOR REINFORCED CRUMB RUBBER CONCRETE BASED ON STRAIN ENERGY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(4): 32-36. doi: 10.13204/j.gyjz200704010

Yuan Lin, Zhu Han. BENDING BEAM ANALYSIS FOR REINFORCED CRUMB RUBBER CONCRETE BASED ON STRAIN ENERGY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(4): 32-36. doi: 10.13204/j.gyjz200704010

Citation:

Yuan Lin, Zhu Han. BENDING BEAM ANALYSIS FOR REINFORCED CRUMB RUBBER CONCRETE BASED ON STRAIN ENERGY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(4): 32-36. doi: 10.13204/j.gyjz200704010

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BENDING BEAM ANALYSIS FOR REINFORCED CRUMB RUBBER CONCRETE BASED ON STRAIN ENERGY

doi: 10.13204/j.gyjz200704010

Yuan Lin,
Zhu Han

1.
Civil Engineering Department,Tianjin University Tianjin 300072

Received Date: 2005-12-22
Publish Date: 2007-04-20

Abstract

Abstract

In comparison to controlled concrete, crumb rubber concrete (CRC)exhibits a higher value of strain energy.It is presented a bending analysis of a reinforced beam made with CRC as well as controlled concrete of C-50 and under.It is found that the maximum loading capacity of CRC beam can be expressed by the variable of strain energy in place of the quantity of 28 day maximum concrete compressive strength, which may be used in the current beam design.
- rubber crumbs,
- controlled concrete,
- crumb rubber concrete (CRC),
- reinforced concrete beam

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References(11)

References

[2] 朱涵.新型橡胶集料混凝土的研究综述.天津建设科技,2004,14(2):35-37

Han Zhu.Adding Crumb Rubber into Exterior Wall Materials.Waste Management and Research.2003,20:407-413

[3] Han Zhu.Rubber Crumbs in Concrete.Concrete Technology Today.2003,135(8):30-33

[4] Zhu H.Crumb Rubber Concrete,Rapra Handbook on Polymers Use in Construction,edited by Gune Ri AKOVLI,Rapra Technology,Shawbury,SY44NR,UK,2004:234-245

[5] Hernandez Olivares F,Barluenga G,Bollati M,et al.Static and Dynamic Behavor of Recycle Type Rubber-Filled Concrete.Cement and Concrete Research,2002,32(10):1 587-1 596

[6] Xiao C.Engineering Characterization and Field Evaluation for Rubber Concrete.Arizona:Arizona State University,2002

[7] Zhu H.Recent Development in Crumb Rubber Application in Noise Reduction and PCC.The Conference of Crumb Rubber in Road Construction,Dallas,Texas,USA.2002:215-221

[8] Zhu H.New Development in Crumb Rubber Research,First International Symposium on Rubberized Asphalt Pavement,Temqe,AZ.USA.2000:78-81

[9] Schimizze R R,Nelson J K,Amirkhanian S N,et al.New Materials and Methods of Repair.Infrastructure,Proceedings of the Third Material Engineering Conference,San Diego,CA:1994:367-374

[10] 袁琳.橡胶集料钢筋混凝土梁受弯性能初探.混凝土,2005(6):70-76

[11] 程文瀼,康谷贻,颜德姮.混凝土结构.北京:中国建筑工业出版社,2001:62-64

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