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Advances of monitoring corrosion in reinforced concrete based on UGW Zhupeng Zheng1,2, a 1Department of Mechanical and Electrical Engineering, Xiamen University, Xiamen, China 2Department of Civil Engineering, Xiamen University, Xaimen, China axpeng@xmu.edu.cn Keywords: steel reinforced concrete; steel corrosion; monitoring; ultrasonic guided waves Abstract: Monitoring the condition of steel corrosion in reinforced concrete (RC) is imperative for ensuring structural serviceability and durability of RC structures.
Introduction Reinforced concrete (RC) makes up a large part of the civil infrastructures.
Computer-Aided Civil and Infrastructure Engineering, vol.18, no.1, (2003): 58–63
Material in Civil Engineering, vol. 15, no. 3, (2003):219–227
Mukherjee, Monitoring corrosion in oxide and chloride environments using ultrasonic guided waves, Material in Civil Engineering, vol. 23, no. 2, (2011):207–211

Doraisamy1,a, ZainalAbidin Akasah2, b, Riduan Yunus3, c 1Faculty of Civil and Environmental Engineering UniversitiTun Hussein Onn Malaysia, 86400 Parit Raja, BatuPahat, Johor, Malaysia 2Faculty of Civil and Environmental Engineering UniversitiTun Hussein Onn Malaysia, 86400 Parit Raja, BatuPahat, Johor, Malaysia 3Faculty of Civil and Environmental Engineering UniversitiTun Hussein Onn Malaysia, 86400 Parit Raja, BatuPahat, Johor, Malaysia asuni7624@yahoo.com,bzainal59@uthm.edu.my,criduan@uthm.edu.my Keywords :Review, Abandoned, Construction Projects, Mitigation.
Therefore, it will be a great advance for the society, industry and country, if a vigorous attempts are made jointly bythe civil and private sectors to end this problem of abandoned project.
W, “Engineers proffer solutions to project failure”, Lagos: The Nation, The Nigerian Daily Newspaper, pp. 32, August 2010
[13] Abdul Aziz Hussin,AbdelnaserOmran, “Implications of Non-completion Projects in Malaysia”, ActaTechnicaCorviniensis-Bulletin of Engineering Tome IV, pp. 29-38, 2011
[15] OlapadeOlalusi, Anthony Otunola, “Abandonment of Building Projects in Nigeria – A Review of Causes and Solutions”, International Conference on Chemical, Civil and Environment Engineering (ICCEE'2012), Dubai, pp. 253-255, March 24-25, 2012

Nonlinear Analysis on Flexural Behavior of Externally Prestressed Composite Beam Yunlong Zhang1, a 1 Jilin Architecture and Civil Engineering Institute，Changchun 130118, China a zyl_ql@163.com Keywords: bridge engineering, composite structures, flexural behavior, laminated beam.
China Civil Engineering Journal,1999, 32(2)：3-8, in Chinese

Research on Mixture Design and Mechanical Performance of Porous Asphalt Concrete in Cold Regions Xu Jinhua1,2,a, Chen Sili1,b,Wang Ying1,c and Li Gang3,d 1School of Architecture & Civil Engineering, Shenyang University of Technology, No.111, Shenliao West Road, Economic & Technological Development Zone, Shenyang, 110870, P.R.China 2School of Resources & Civil Engineering, Northeastern University, No.11, Lane 3, WenHua Road, HePing District, Shenyang, Liaoning, 110819, P.R.China 3Shenyang Sany Heavy Equipment Co.
Leng: Journal of Traffic and Transportation Engineering Vol. 3 (2003), p. 1 [3] Ministry of Communications (MOC), Technical Specification for Construction of Highway Asphalt P1avements, JTG F40-2004, China Communication Press, Beijing, 2004
Ravi Shankar: Journal of Materials in Civil Engineering Vol. 11 (2009), p. 789 [5] AASHO. 2001, Resistance of Compacted Bituminous Mixture to Moisture Induced Damage, T283–89, standard specifications for transportation materials and methods and sampling and testing.

The Research on the Prestress-Effect in the Small Radius Curved Beam Guang-hong XIAO1, Qiu-ling ZHANG2，Chao HUANG3 (1.3 School of Civil Engineering & Architecture，Chongqing Jiaotong University，Chongqing 400074，China； 2.
School of Civil Ocean & River，Chongqing Jiaotong University，Chongqing 400074，China；) Key words: curved beam; prestress; numerical simulation; displacement Abstract: A general analysis method of curved bridge, pure twist theory, which is based on the bar structure mechanical, has been introduced in this paper, by analyzing the basic assumptions of the theory, the limitations of application of the theory is indicated, while the ratio between the width and span of the curved bridge is out of the rang prescribed in the theory.
The analysis result shows that, the method of the force analysis of spatial entities should be adopted when the ratio of width/span is small, and the difference between the inner vertical resistant reaction and the outer one caused by the prestressing force should not be ignored. 1 Introduction In order to solve the traffic congestion of cities, getting worse day by day, during the urban construction, more and more curved bridges have been adopted in civil engineering.
(1-1) (1-2) (1-3) In practical engineering applications, some curved beam structures do not meet these basic assumptions, for example, the first assumption is not meted, so as that the mechanical properties can not analyze using the pure twist theory.
ANSYS Engineering structure numerical analysis[m]Beijing: China Communications Press, 2008. 487-492 [5]ZHAO Ying-hua,LI Xiu-wen,XU Jin.

Research on Tunnel Effect of Carbon Black-filled Cement-based Composites Xiaohui Li1,a, Ranran Zhao2,b and Jinrui Zhang3,c 1 College of Civil Engineering and Mechanics, Yanshan University, Qinhuangdao, 066004, China 2 College of Civil Engineering and Mechanics, Yanshan University, Qinhuangdao, 066004, China 3 College of Civil Engineering and Mechanics, Yanshan University, Qinhuangdao, 066004, China alxh6090@163.com, brr_zhjr@126.com, cjinruizh@163.com Keywords: carbon black-filled cement-based composites, tunnel effect, resistivity, mathematic model Abstract.
Introduction In recent years, with the development of modern concrete theory and technology, cement-based composites have gradually evolved from the age of high-strength and high-performance concretes to the period of multi-functional and smart composites, which has attracted engineers’ great attention [1~2].

Study on the Wind-induced Control of Tensile Membrane Structure Guo Zhao 1, a Haihua Zhu 1, b 1Institute of Civil Engineering, Henan University of Science & Technology, Luoyang, China azhaofuture@163.com，bzhuhh010@163.com Keywords: Membrane structures; Wind load; Shape memory alloy spring; Wind-induced control Abstract.
Nowadays, the smart materials applied to civil engineering are mainly shape memory alloy (abbreviated as SMA), electro rheologicalelectrorheological electrorheological electrorheological electrorheological materials, magneto rheological materials and magnetostrictive materials.
Implementation and Testing of Passive Control Devices Based on Shape Memory Alloy[J]．Earthquake Engineering and Structural Dynamics. 2000(29)：945-968
China Civil Engineering Journal. 2000(2): 56-62．In Chinese [3] Chen Xinli,Shen Shizhao, Xiang Yang.

Aggregate Shape Effect on Mesoscale Modeling of Concrete under High Strain Rate Tension Xiao Qing Zhou1,a, Yong Xia2,b and Wen Huang1,c 1College of Civil Engineering, Shenzhen University, Shenzhen, P.R.China, 518060 2 Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hong Kong, P.R.
Introduction Concrete is widely used in structural construction all around the world, i.e., it can be used to construct bridges, civil structures, nuclear plants and military facilities.
International Journal of Impact Engineering, Vol. 19 (1997), p.847–73
Journal of Structural Engineering.

The Finite Element Analysis of Tower Crane Safety Performance Chi Chen1, a, Tian Lu1, b, Haoyuan Chen1, c, Licheng Tian1, d College of Civil Engineering and Architecture, China Three Gorges University, 8 University Avenue, Yichang City, China achchen@ctgu.edu.cn, b418687281@qq.com, c1820996026@qq.com, d54298895@qq.com Keywords: tower crane; safety performance; finite element analysis Abstract.
Introduction Tower crane is one of the most important construction machinery for material vertical and horizontal transportation and building components installing in the industrial and civil engineering.
This thesis is based on ANSYS finite element analysis which use most common tower crane QTZ630 in practical engineering as the prototype, establish the finite element model of the tower crane [1].As is shown in Fig.1.
ANSYS finite element analysis software used in Civil Engineering [M].

REQUIREMENTS FOR SURFACE OF COUNTERVAILING SKID RESISTANCE STAIRCASES Mária Gieciová1,a*, Terézia Kittová2,b 1 Department of Building Construction, Faculty of Civil Engineering STU, Radlinského 11, 813 68 Bratislava, Slovakia 2 The Institute for Forensic Engineering, Faculty of Civil Engineering STU, Radlinského 11, 813 68 Bratislava, a maria.gieciova@stuba.sk, b kittova.terka@gmail.com Keywords: external of compensatory steps, material, slip resistance Abstract.
Proceedings of the 29 international scientific con-ference “Meeting departments and institutes of civil engineering Czech Republic and Slovakia”.