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Online since: July 2011
Authors: Chang Yong Li, Qiu Yan Sun, Feng Lan Li
Proportion Design of Concrete with Gravel-crushed proto-machine-made sand
Changyong Lia, Qiuyan Sunb and Fenglan Lic
Cultivating Base for University Key Laboratory of Eco-high-performance Engineering Materials
in Henan Province, North China Institute of Water Conservancy and Hydroelectric Power, Zhengzhou, China
alichang@ncwu.edu.cn, bshamen19850823@163.com, clfl64@ncwu.edu.cn
Keywords: concrete; gravel-crushed proto-machine-made sand; workability, strength; proportion design; water to cement ratio
Abstract.
With the tendency of shortage and exhausted resources of natural sand, the replacement named machine-made sand or artificial/manufactured sand was gradually acknowledged by civil engineers and took over main sand markets in northern of China.
Xu: Water Resources and Hydropower Engineering, No. 7 (2010), p76-78
With the tendency of shortage and exhausted resources of natural sand, the replacement named machine-made sand or artificial/manufactured sand was gradually acknowledged by civil engineers and took over main sand markets in northern of China.
Xu: Water Resources and Hydropower Engineering, No. 7 (2010), p76-78
Online since: November 2012
Authors: Zi Yue Jiang, Zhao Hui Luo
Study on Mechanical Behavior Influence of the Hollow Ratio to the Cast-in-situ Concrete Hollow Slab with Two-way Tube Fillers
Ziyue Jiang1, a, Zhaohui Luo1,b
1Department of Civil Engineering, Tianjin Institute of Urban Construction, Jinjing Road, Xiqing, Tianjin, 300384, China
aziyue0324@yahoo.cn, bluozhaohui@vip.sina.com
Keywords: Hollow Ratio, Two-way Tube Fillers, Cast-in-situ Concrete Hollow Slab.
Characteristic value and design value of a load are in accordance with the magnitude of the possible loads that act on the hollow slab in practical engineering, determined by Load code for the design of building structures GB 50009-2001, of which the ground pratice load for 2.5KN/mm2, variable load for 3.5 KN/mm2, partial coefficient for variable load is 1.4, the combination value coefficient is 0.7.
According to the engineering structure economically applicable span of general two-way slab, it is designed to the thickness of 300mm, 350mm and 400mm that single span cast-in-situ concrete single-supported square two-way hollow slab with two-way tube fillers with different hollow ratio.
Characteristic value and design value of a load are in accordance with the magnitude of the possible loads that act on the hollow slab in practical engineering, determined by Load code for the design of building structures GB 50009-2001, of which the ground pratice load for 2.5KN/mm2, variable load for 3.5 KN/mm2, partial coefficient for variable load is 1.4, the combination value coefficient is 0.7.
According to the engineering structure economically applicable span of general two-way slab, it is designed to the thickness of 300mm, 350mm and 400mm that single span cast-in-situ concrete single-supported square two-way hollow slab with two-way tube fillers with different hollow ratio.
Online since: January 2013
Authors: Wu Yao, Li He
Micromechanical Properties of Calcium Silicate Hydrate
Wu Yaoa, Li Heb
Institute of Smart Construction Materials, School of Materials Science and Engineering,
Tongji University, Shanghai 201804, China
ayaowuk@tongji.edu.cn, bsunshinedobby@gmail.com
Keywords: C-S-H gel; Indentation modulus; Pozzolanic reaction
Abstract.
Recent progress in experimental and theoretical nanomechanics opens new venues in materials science for the nano-engineering of cement-based composites.
Acknowledgements Supports of the National Basic Research Program of China (2009CB623105), the National Natural Science Foundation of China (50978200) and the Kwang-Hua Fund for College of Civil Engineering (Tongji University) are gratefully acknowledged.
Recent progress in experimental and theoretical nanomechanics opens new venues in materials science for the nano-engineering of cement-based composites.
Acknowledgements Supports of the National Basic Research Program of China (2009CB623105), the National Natural Science Foundation of China (50978200) and the Kwang-Hua Fund for College of Civil Engineering (Tongji University) are gratefully acknowledged.
Online since: April 2014
Authors: Li Li Xue, Yan Shen
Effect of Mineral Admixture on Mechanical Property
of PHC Pile Concrete
XUE Lili 1, a, SHEN Yan 2,b
1 Institute of Civil Engineering , Jiaxing University, Jiaxing 314001,China
2The Public resources trading center of Jiaxing, Jiaxing 314000,China
axuelili1316@126.com, b 35919575@QQ.com
Keywords: Mineral admixture,Tobermorite,Mechanical property,Interface microstructure
Abstract.
The purpose is to know which kind of mineral admixtures can improve the performance of PHC pipe pile concrete best,so as to make theoretical reference to engineering practice.
Conclusions 1) The compressive strength of PHC pile concrete with 20% ground silica sand or with 30% ground slag can reach more than 80MPa after autoclaved curing;the PHC pile concrete with 20% ground silica sand show the best mechanical properties. 2) Many tobermorite C5S6H5 can be observed in ESEM photograph of interface of autoclaved curing concrete,which improve the weak interface structures of original sand-cement,then enhance the strength of concrete. 3)The improvement effect of ground silica sand and ground slag to mechanics performance of PHC pipe pile concrete is obvious, the general effect of fly ash.It is a meaningful conclusions for guiding the engineering practice.
The purpose is to know which kind of mineral admixtures can improve the performance of PHC pipe pile concrete best,so as to make theoretical reference to engineering practice.
Conclusions 1) The compressive strength of PHC pile concrete with 20% ground silica sand or with 30% ground slag can reach more than 80MPa after autoclaved curing;the PHC pile concrete with 20% ground silica sand show the best mechanical properties. 2) Many tobermorite C5S6H5 can be observed in ESEM photograph of interface of autoclaved curing concrete,which improve the weak interface structures of original sand-cement,then enhance the strength of concrete. 3)The improvement effect of ground silica sand and ground slag to mechanics performance of PHC pipe pile concrete is obvious, the general effect of fly ash.It is a meaningful conclusions for guiding the engineering practice.
Online since: June 2014
Authors: Xiao Yan Song, Pei Wen Zhang
Finite Element Analysis of Dynamic Splitting Tensile Mechanical Properties of Reinforced Concrete
Xiaoyan Song1, a, Peiwen Zhang2,b
1Chang'an University, Xi'an(710064), China
2Tianjin Municipal & Highway Engineering Research Institute, Tianjin(300074), China
asxy100@126.com, bzhangpw258@yeah.net
Keywords: reinforced concrete; dynamic splitting tensile; reinforcement ratio
Abstract: Finite element analysis is carried out on the dynamic splitting tensile mechanical properties of reinforced concrete with LS-DYNA.
Introduction Reinforced concrete structure, as a common form of building structure, is widely used in military, industrial and civil buildings.
References [1] Yang Boyuan, Zhang Yitong: Engineering plastoelasticity [M].
International Journal of Impact Engineering 2005,32: 605 – 617
Introduction Reinforced concrete structure, as a common form of building structure, is widely used in military, industrial and civil buildings.
References [1] Yang Boyuan, Zhang Yitong: Engineering plastoelasticity [M].
International Journal of Impact Engineering 2005,32: 605 – 617
Online since: February 2015
Authors: Qing Chao Zhang, Gang Liu, Si Guo Zheng, Kai Zhu
Health Monitoring Research Based on Fiber Bragg Grating Sensing Technology in Concrete Pouring
Kai Zhu2, a,Siguo Zheng1,b,Gang Liu2, c,Qingchao Zhang2, d
1Shanghai Municipal Electric Power Company, State Grid Corporation, Shanghai 200002, China
2Automation Engineering, Shanghai University of Electrical Power, Shanghai 200090,China
azhukai0729@163.com, bzsg@sh.sgcc.com.cn, cliugang_visionlab@163.com, dowen.zh@qq.com
Keywords:Fiber Bragg grating(FBG) sensors, temperature andstrain, monitor, 3D models,dynamic simulation.
At present, in the power aspect, FBG sensors are mainly used to monitor internal temperature of high voltage switch cabinet in intelligent substation [5], but it is rarely used in the construction of the large power engineering structure.
References [1] Baldwin C, Poloso T and Chen P: submitted to Journal of Proceedings of SPIE (2001) [2] Woojin Lee, Won-Je Lee, Sang-Bae Lee, Rodrigo Salgado:submitted to Journal of Canadian Geotechnical (2004) [3] Honghu Zhu, Jianhua Yin, JinWei, DongmingGu:submitted to China Civil Engineering Journal(2010), In Chinese [4] PengRen, Liqun Tang, Hong Zhang, Xiaochun Lao and Xiaoqong Huang: submitted to Journal of Experimental Mechanics (2003), In Chinese [5] Honglei Yang, Shibin Liang, Chuan Li, Ming Chang and Yingna Li: submitted to Journal of China Electric Power Education (2013), In Chinese [6] WeiSun: submitted to Journal ofConstruction & Design for Project (2005), In Chinese
At present, in the power aspect, FBG sensors are mainly used to monitor internal temperature of high voltage switch cabinet in intelligent substation [5], but it is rarely used in the construction of the large power engineering structure.
References [1] Baldwin C, Poloso T and Chen P: submitted to Journal of Proceedings of SPIE (2001) [2] Woojin Lee, Won-Je Lee, Sang-Bae Lee, Rodrigo Salgado:submitted to Journal of Canadian Geotechnical (2004) [3] Honghu Zhu, Jianhua Yin, JinWei, DongmingGu:submitted to China Civil Engineering Journal(2010), In Chinese [4] PengRen, Liqun Tang, Hong Zhang, Xiaochun Lao and Xiaoqong Huang: submitted to Journal of Experimental Mechanics (2003), In Chinese [5] Honglei Yang, Shibin Liang, Chuan Li, Ming Chang and Yingna Li: submitted to Journal of China Electric Power Education (2013), In Chinese [6] WeiSun: submitted to Journal ofConstruction & Design for Project (2005), In Chinese
Online since: July 2014
Authors: Jian Xin Liu, Hong Nan Wang, Hua Bo Liu
Seismic Evaluation and Strengthening Design for a Historic Structure
Hongnan Wang 1, a, Huabo Liu2,3,b, Jianxin Liu1,c
1 College of Civil Engineering, Shanghai Normal University, Shanghai, 201418, China
2 Shanghai Research Institute of Building Sciences, Shanghai, 200032, China
3 Shanghai Key Laboratory of New Technology Research on Engineering Structure, Shanghai, 200032, China
ahongnanw@163.com, b huaboliu@163.com,c ljx163@163.com
Keywords: historic building, seismic evaluation, strengthening, existing structure
Abstract.
The renovation of a historic building is a challenging job for structural engineers.
The renovation of a historic building is a challenging job for structural engineers.
Online since: September 2011
Authors: Guang Yu Shi, Hui Yun Li
The Numerical Simulations of Forces Acting on TBM Disc Cutters with the Consideration of Confining Pressure and Damage in Rocks
Hui Yun Li1,2,a,Guang Yu Shi1,b
1School of Mechanical Engineering, Tianjin University, Tianjin 300072, China
2School of Civil Engineering, Hebei University, Baoding, 071002,China
ahuizi4277@126.com, bshi_guangyu@163.com,
Keywords: TBM disc cutter, Cutting force, Confining pressure, Damage
Abstract.
The results we obtained provide the basis for the design of the disc cutter and engineering construction.
The results we obtained provide the basis for the design of the disc cutter and engineering construction.
Online since: January 2013
Authors: Na Lu, Shubhashini Oza
Effect of Surface Treatment of Hemp Fibers on the Thermal Stability of the Hemp-PLA (Poly lactic acid) Composites
Na Lu1, a, Shubhashini Oza2, b
1Department of Engineering Technology, University of North Carolina at Charlotte, 9201 University City Blvd.
USA. 2Department of Civil and Environmental Engineering, University of North Carolina at Charlotte, 9201 University City Blvd.
Composites Part B: Engineering, (0)
USA. 2Department of Civil and Environmental Engineering, University of North Carolina at Charlotte, 9201 University City Blvd.
Composites Part B: Engineering, (0)
Online since: August 2015
Authors: Supree Pinitsoontorn, Prinya Chindaprasirt, Pongsak Jittabut
The Study of Physical and Thermal Conductivity Properties of Cement Paste Containing Nanosilica
Pongsak Jittabut1,a*, Prinya Chindaprasirt2,b, Supree Pinitsoontorn3,c
1Physics and General Science Program, Faculty of Science and Technology, Nakhon Ratchasima Rajabhat University, Nakhon Ratchasima, 30000, Thailand
2Sustainable Infrastructure Research and Development Center, Department of Civil Engineering, Khon Kaen University, Khon Kaen, 40002, Thailand
3Department of Physics, Faculty of Science, Khon Kaen University, Khon Kaen, 40002, Thailand
apongsak.ey@gmail.com, bprinya@kku.ac.th , cpsupree@kku.ac.th
Keywords: Physical Properties, Thermal Conductivity, Cement Paste, Nanosilica
Abstract.
[9] GÜL, O.G.R., Internatıonal Journal of Natural and Engineering Sciences. 4(1): p. 61-67
[10] Li, H., et al., Composites Part B: Engineering. 35(2) (2004) 185-189
[9] GÜL, O.G.R., Internatıonal Journal of Natural and Engineering Sciences. 4(1): p. 61-67
[10] Li, H., et al., Composites Part B: Engineering. 35(2) (2004) 185-189