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Online since: December 2013
Authors: M.M.H. Megat Ahmad, Md Radzai bin Said, Mohd Yuhazri bin Yaakob, H. Sihombing, U. Nirmal, Teng Teng Tan Jennise
Tensile Properties of Angle Cured Laminated Composites Structures under Gravity Effects
Yuhazri M.Y.1,a, Jennise T.T.T2,b, Sihombing H.3,c, Said M.R.4,d, Nirmal U.5,e and Megat Ahmad M.M.H.6,f
1,2,3Faculty of Manufacturing Engineering, Universiti Teknikal Malaysia Melaka, Hang Tuah Jaya, 76100, Durian Tunggal, Melaka.
4Faculty of Mechanical Engineering, Universiti Teknikal Malaysia Melaka, Hang Tuah Jaya, 76100, Durian Tunggal, Melaka.
5Faculty of Engineering & Technology, Multimedia University, 75450, Bukit Beruang, Melaka.
6Faculty of Engineering, National Defence University of Malaysia, 57000, Kem Sungai Besi, KL.
Laminate composite plates are also extensively used in civil, mechanical and aerospace industries [3].
The polymeric materials used for matrix are often, in engineering terminology, referred as plastics.
FRP products are recognized as high tech materials when compared with conventional engineering materials [5,6].
Saijod, The finite element analysis on hexagonal ring under simple lateral loading, Global Engineers and Technologists Review. 2 (2012) 1-7
Laminate composite plates are also extensively used in civil, mechanical and aerospace industries [3].
The polymeric materials used for matrix are often, in engineering terminology, referred as plastics.
FRP products are recognized as high tech materials when compared with conventional engineering materials [5,6].
Saijod, The finite element analysis on hexagonal ring under simple lateral loading, Global Engineers and Technologists Review. 2 (2012) 1-7
Online since: October 2014
Authors: Lei Fang, Jian Wei Peng, Yong Wang, Qing Tian, De Hua Deng
Study of dynamic mechanical properties on cement asphalt mortar of high elastic type
Lei Fang1,2,a, DeHua Deng1,2,b, JianWei Peng1,2,c, Yong Wang1,2,d,
Qing Tian1,2,e
1 School of Civil Engineering, Central South University, Changsha, 410075, China
2 National Engineering Laboratory for High Speed Railway Construction, Changsha, 410075, China
afangleixtu@126.com, bdlx0216@163.com, c515709546@qq.com, d514065457@qq.com, e924385446@qq.com
Keywords: cement asphalt mortar, strain-rate, compressive strength, dynamic test
Abstract.
SHPB technique [J] Ordnance material science and engineering 1991, 11
Experimental study on the dynamic mechanical behavior of concrete [J]. engineering mechanic, 2001, 18(5): 115-118+126
Advances and prospects for strength theory [J]. engineering mechanics, 2004, 21(6): 1-20
Chinese Journal of Rock Mechanics and Engineering, 2010, 29(1): 193-201.
SHPB technique [J] Ordnance material science and engineering 1991, 11
Experimental study on the dynamic mechanical behavior of concrete [J]. engineering mechanic, 2001, 18(5): 115-118+126
Advances and prospects for strength theory [J]. engineering mechanics, 2004, 21(6): 1-20
Chinese Journal of Rock Mechanics and Engineering, 2010, 29(1): 193-201.
Online since: July 2011
Authors: Jun Hai Zhao, Yan Li, Wen Biao Liang, Er Gang Xiong
Design and Numerical Simulation of Timberwork Wind Power Generation Tower Model
Yan Li1,a, Wenbiao Liang1,b, Ergang Xiong1,c and Junhai Zhao 1,d
1 School of Civil Engineering, Chang’ an University, Xi’an, Shaanxi, 710061, China
aliyanlwbdlp@126.com, bhqlwb2007@126.com, cx-e-g@163.com, dzhaojh@chd.edu.cn
Keywords: Wind Power Generation, Model Design, Load Test, Numerical Simulation.
So the natural frequency of tower must be kept off these values within a certain range, and the range in engineering is generally from -10% to 10% or so [9-11].
[2] Xinghua Zhu, Fanglin Huang and Liugang Zhang: Journal of Railway Science and Engineering, Vol. 7 (2010), p. 86-89, in Chinese
[4] Chunmei Wu, Rui Tian and Yongyan Chen: Journal of Engineering Thermophysics, Vol. 29 (2008), p. 1857-1860, in Chinese
[11] P J Murtagh, B Basu and B M Broderick: Engineering Structures, Vol. 27 (2005), p.1209-1219.
So the natural frequency of tower must be kept off these values within a certain range, and the range in engineering is generally from -10% to 10% or so [9-11].
[2] Xinghua Zhu, Fanglin Huang and Liugang Zhang: Journal of Railway Science and Engineering, Vol. 7 (2010), p. 86-89, in Chinese
[4] Chunmei Wu, Rui Tian and Yongyan Chen: Journal of Engineering Thermophysics, Vol. 29 (2008), p. 1857-1860, in Chinese
[11] P J Murtagh, B Basu and B M Broderick: Engineering Structures, Vol. 27 (2005), p.1209-1219.
Online since: July 2011
Authors: Jin Kun Sun, Shuang Hua Huang, Yue Shui Lin
Design and Application of 40m T- beam Installation with Steel Trestle Bridge Made by Type- 64 Military Railway Girder
Jinkun Sun1,2,a, Shuanghua Huang1,2,b , Yueshui Lin 1,2,c
1School of Civil Engineering, Panzhihua University, Panzhihua 617000, Sichuan, China
2 Institute of Engineering Structure, Panzhihua University, Panzhihua 617000, Sichuan, China
asunjinkun2003@yahoo.com.cn, bhsh@mail.pzhu.edu.cn,cjjjlll20070921@163.com
Keywords: Type-64 military railway girder; Steel trestle bridge; 40m reinforcement concrete T- beam; Transport beam automobile; Design
Abstract.
Port & Waterway Engineering;Vol.11(2008),p.68-71 [in Chinese]
Construction of Communication Engineering; Vol.3(2007),p.30-38 [in Chinese]
Port Engineering Technology;Vol.3(2001),p.23-24 [in Chinese]
Port & Waterway Engineering;Vol.11(2008),p.68-71 [in Chinese]
Construction of Communication Engineering; Vol.3(2007),p.30-38 [in Chinese]
Port Engineering Technology;Vol.3(2001),p.23-24 [in Chinese]
Online since: December 2011
Authors: Yan Peng Lin, Jia Liu
Test Study on Overdose Cement Stabilized Crushed Rock Base
Yanpeng Lin 1, a, Jia Liu 2, b
Guangzhou Xinhua road No: 22, Guangdong Highway Design Institute CO.LTD, P.R.China
School of civil and traffic engineering, Guangdong University of technology, Guangzhou, P.R.China
bliujialmyh@163.com
Key words: Overdose; Cement stabilized crushed rock; Shrinkage; Water resistant performance
Abstract: The early disease of semi-rigid asphalt pavement disease will seriously affect the quality and durability of road usage and the life of the road.
Based on the test results and forming the skeleton dense specimens, combined with engineering practice to determine the type of cement stabilized crushed stone skeleton dense graded recommendations in Table 1.
Physical engineering effect that the vibration method is not easy to determine the gradation segregation, ease of construction, the design of cement stabilized crushed stone base with good crack resistance.
Water resistance experiments In highway engineering, there is no state issued water-resistant material on the primary industry standard, the test is mainly in reference to a large number of literature based on self-designed test methods.
Reference [1] "Pavement Engineering", Xuejun Deng, People's Communications Press, 2004 [2]"asphalt pavement design specification", (JTJ014-97), Beijing, People's Communications Press, 1997
Based on the test results and forming the skeleton dense specimens, combined with engineering practice to determine the type of cement stabilized crushed stone skeleton dense graded recommendations in Table 1.
Physical engineering effect that the vibration method is not easy to determine the gradation segregation, ease of construction, the design of cement stabilized crushed stone base with good crack resistance.
Water resistance experiments In highway engineering, there is no state issued water-resistant material on the primary industry standard, the test is mainly in reference to a large number of literature based on self-designed test methods.
Reference [1] "Pavement Engineering", Xuejun Deng, People's Communications Press, 2004 [2]"asphalt pavement design specification", (JTJ014-97), Beijing, People's Communications Press, 1997
Online since: May 2011
Authors: Can Xing Qiu, He Tao Hou, Wei Long Liu, Ming Lei Wu
Translations in earthquake engineering.
Earthquake engineering research institute, San Francisco, 36-42.1960 [2] Polyakov, S.V: Masonry in framed buildings.
Structural Engineering and Mechanics, Vol. 16, No.6:675-693(2003)
Structural Engineering and Mechanics, Vol. 21, No.4:469-494(2005)
China Civil Engineering Journal. 2008;41(1);64-69.
Earthquake engineering research institute, San Francisco, 36-42.1960 [2] Polyakov, S.V: Masonry in framed buildings.
Structural Engineering and Mechanics, Vol. 16, No.6:675-693(2003)
Structural Engineering and Mechanics, Vol. 21, No.4:469-494(2005)
China Civil Engineering Journal. 2008;41(1);64-69.
Online since: May 2011
Authors: Sheng Сai Li
Experimental Research on Restoring Force Characteristics of Light Composite Structure
Shengcai Li
School of Civil Engineering, Huaqiao University, Xiamen.
The main purposes of developing light composite structure are as follows: first, to diminish own weight of a building, promote its seismic behavior, protect the safety of individual life and property, secondly to reduce engineering cost and construction period, raise levels of building industrialization and thirdly, to fully utilize industry residual product, protect the environment, save the land, maintain the balance of nature.
[2] Shenggang Hu, Shaohua Wu and Tao Gong, et al: An investigation on mechanical and thermal engineering performance of the steel mesh rock wool sandwich plate.
Journal of Shandong Institute of Architecture and Engineering, Vol. 13:4 (1998), p. 19-23, in Chinese
Structural Engineers, Vol. 45:s (2000), p. 354-358, in Chinese.
The main purposes of developing light composite structure are as follows: first, to diminish own weight of a building, promote its seismic behavior, protect the safety of individual life and property, secondly to reduce engineering cost and construction period, raise levels of building industrialization and thirdly, to fully utilize industry residual product, protect the environment, save the land, maintain the balance of nature.
[2] Shenggang Hu, Shaohua Wu and Tao Gong, et al: An investigation on mechanical and thermal engineering performance of the steel mesh rock wool sandwich plate.
Journal of Shandong Institute of Architecture and Engineering, Vol. 13:4 (1998), p. 19-23, in Chinese
Structural Engineers, Vol. 45:s (2000), p. 354-358, in Chinese.
Online since: February 2014
Authors: Chun Ku Lu, Cheng Haw Lee, I Feng Wang
Department of Resources Engineering, National Cheng Kung University, Taiwan
azivlu@msn.com, bchenghawlee@gmail.com, cnike0917229@yahoo.com.tw
Keywords: SEM, Corrosion, Durability, Polyacrylamide (PAM).
Therefore, it is an important issue to improve the engineering properties of this concrete material.
Senouci, Rubber-tire particles as concrete aggregate, Journal Material Civil Engineering, 5 (1993) 478-496
Singh, Effect of polyacrylamide on the different properties of cement and mortar, Materials Science & Engineering A, 392 (2005) 42-50
Xu, Micromechanical analysis of polyacrylamide-modified concrete for improving strengths, Materials Science & Engineering A, 490 (2008) 181-192.
Therefore, it is an important issue to improve the engineering properties of this concrete material.
Senouci, Rubber-tire particles as concrete aggregate, Journal Material Civil Engineering, 5 (1993) 478-496
Singh, Effect of polyacrylamide on the different properties of cement and mortar, Materials Science & Engineering A, 392 (2005) 42-50
Xu, Micromechanical analysis of polyacrylamide-modified concrete for improving strengths, Materials Science & Engineering A, 490 (2008) 181-192.
Online since: December 2010
Authors: Feng Hua Zhao, Jun Yang
Application and Exploration of Isolated Technology for Custom Steel Structure Residence
Fenghua Zhao, Jun Yang
Department of Civil Engineering, Changzhou Institute of Technology, Changzhou, 213002, China
zhaofh@czu.cn
Keywords: Steel Structure; Custom; Isolated Technology; Dynamic Analysis; Ductility; Life-cycle Cost
Abstract.
Reference [1] Xinyang Lin, Fulin Zhou, The Basic Principle of Energy Dissipation and Application[J], World Earthquake Engineering, 2002, (9): 48-51
[3] Aiqun Li, Wenrang Cheng, Vibration Isolation and Control Research of Engineering Structures [J], The Progress of Modern Earthquake Engineering, 57-70
[4] Ping Tan, Fulin Zhou, Isolator Technology Research and Engineering Applications [J], Construction Technology, 2008, (10): 5-8
Reference [1] Xinyang Lin, Fulin Zhou, The Basic Principle of Energy Dissipation and Application[J], World Earthquake Engineering, 2002, (9): 48-51
[3] Aiqun Li, Wenrang Cheng, Vibration Isolation and Control Research of Engineering Structures [J], The Progress of Modern Earthquake Engineering, 57-70
[4] Ping Tan, Fulin Zhou, Isolator Technology Research and Engineering Applications [J], Construction Technology, 2008, (10): 5-8
Online since: September 2011
Authors: Da Zhen Xu, Jing Mang Xu, Ping Wang
Study on Reasonable Fastener Stiffness of Ballastless Turnout's Vibration Decrease and Noise Reduction of 350 km/h Passenger Dedicated Line
Jing Mang Xu1, a, Ping Wang2, b and Da Zhen Xu3, c
1MOE Key Laboratory of High-speed Railway Engineering, Southwest Jiaotong University, Chengdu, China, 610031
2MOE Key Laboratory of High-speed Railway Engineering, Southwest Jiaotong University, Chengdu, China, 610031
3College of Civil Engineering, Southwest Jiaotong University, Chengdu , China, 610031
aemail: mang080887@163.com , bemail: wping@home.swjtu.edu.cn
cemail: 272456350@qq.com
Keywords: Passenger Dedicated Line, Ballastless Turnout, Vibration Decrease And Noise Reduction, Fastener Stiffness
Abstract.
In China, The speed through the ballastless turnout was the same as that in the interval, for the guarantee that the CRH went through the ballastless turnout with the reliablity and safety, and the same comfort with the interval lines.From the vehicle dynamic performance, the turnout plane linetype, the turnout structure type, fastener stiffness to take appropriate measures, How to ensure the ballastless turnout’s comfort was a system engineering.
Huang: Journal of Traffic and Transportation Engineering, Vol.6 (2006) No.1, p.29(in chinese)
In China, The speed through the ballastless turnout was the same as that in the interval, for the guarantee that the CRH went through the ballastless turnout with the reliablity and safety, and the same comfort with the interval lines.From the vehicle dynamic performance, the turnout plane linetype, the turnout structure type, fastener stiffness to take appropriate measures, How to ensure the ballastless turnout’s comfort was a system engineering.
Huang: Journal of Traffic and Transportation Engineering, Vol.6 (2006) No.1, p.29(in chinese)