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Online since: January 2014
Authors: Xing Xing Zou, Jing Quan Wang
The high strength, light weight, non-corrosive properties, rapid and economical construction and low life-cycle cost make the FRP composites an attractive solution for civil engineering subjected to harsh environment.
Journal of Structural Engineering, ASCE, 1994, 120(10): 2958-2976
Journal of Structural Engineering, ASCE.1995, 121(7): 1069-1078
Composite Behaviour of a Hybrid FRP Bridge Girder and Concrete Deck [J].Advances in Structural Engineering Vol. 15 No. 4 2012:589-600 [6] Hillman, J.
Journal of Structural Engineering, ASCE, 1998, 2(2): 78-86
Online since: September 2013
Authors: Ren Jun Yan, Kai Qin, Xin Yu Zhang, Li Ming Geng, Lin Xu, Wei Shen
Introduction As the main way of connection of modern steel structures, welding is widely used in aerospace, marine engineering, structural engineering, machinery manufacturing and other fields.
In the engineering, welded structures usually bear complicated multiaxial cyclic loading, and weld zone is the hot spot of fatigue failure.
a Transverse residual stress comparison (σx) b Longitudinal residual stress comparison (σy) Fig.8 Residual stress comparison of the center line in vertical weld direction Fig.8 shows that, compared to the results of numerical simulation, all the experimental results are on the reasonable side: from an engineering point of view, this is a satisfactory result, confirming that the FE method can effectively simulate the welding process of high strength steel butt welding.
Vol. 14(2010), p. 1143 [3] Guangshan Pan, Zili Wang, Liangbi Li and Zhengquan Wan: Ship Engineering.
[6] Wenli Wang, Wei lian Qu and Yonglin Pi: China Civil Engineering Journal.
Online since: December 2010
Authors: Dong Hai Liu, Jiang Zheng, Zi Long Li
Reliability Analysis of Hydraulic Tunnel Lining Structure with Stochastic Finite Elements Method Donghai Liua, Jiang Zhengb and Zilong Lic School of Civil Engineering, Tianjin University, 300072, P.
Massive uncertain(random or fuzzy)factors exists in hydraulic tunnel lining engineering, while almost all input parameters have some extent of random in finite element analysis.
Speaking overall, the tunnel belongs to I level hydraulic engineering structure.
Obviously this engineering areas exists apparent level tectonism.
According to the engineering characteristics, this article mainly considers randomness of material parameters and level tectonic stress.
Online since: July 2012
Authors: Wei Yuan Wang, Kai Xue, Yong Xin Li
Introduction As an efficient way to reinforce plate/shell structure, rib is used widely in civil production, aviation and navigation equipments, and mostly designed orthogonally in tradition.
Proceedings of the Institution of Mechanical Engineers, 211 C, 425-37, 1997
Chinese Journal of Mechanical Engineering; 4 (44), 201-5 (in Chinese), 2008
Journal of Biomimetics, Biomaterials, and Tissue Engineering; 10: 81-93, 2011
Modern Manufacturing Engineering; (4):5-9, 2009.
Online since: May 2011
Authors: Ying Ou
Analysis of the problem of Construction Enterprise’s Human Resources Structure Optimization Ying Ou College of Civil engineering, Shenzhen University, Shenzhen, China szuce@szu.edu.cn Key word : Construction enterprise human resources structure optimization Abstract: The human resources structure situation and its the subject problems of the Chinese construction enterprises were analyzed, The reasons were studied from the aspect of the planned economy system, human affairs system, internal management system and enterprise human capital investment.
Shortages of engineering and technical persons, combined persons, skill workers are more prominent.According to recent data published by China Statistical Yearbook[2], The share of construction professionals, engineering and technical staff and enterprise management is lower than the national average about 3-5%.
The construction industry is a huge engineering system, the kind of work is various, the work procedure is complex, the high or low level technology personnel are needed at the same time, the necessary persons include have project managers, engineers, technicians, construction workers, security staff, quality inspector, machine operator, surveying engineering, bricklayer, carpenter, electrician, fitter, plumber, painters, welders, riveter and so on, which require a large number of skilled workers.
Online since: May 2011
Authors: Chayanon Hansapinyo
Responses of Concrete-filled Cold-formed Square Hollow and Double-C Steel Stub Columns Under Cyclic and Repeated Loadings Chayanon Hansapinyo Department of Civil Engineering, Chiangmai University, THAILAND chayanon@eng.cmu.ac.th Key words: Steel stub column, Strengthening, Earthquake, Infilled-concrete, Cyclic loading.
O’Shea: Australian Journal of Structural Engineering, 2 (1999), 19–30
Uy: Journal of Structural, Engineering ASCE, 126(3), (2000), p. 341–52
Walpole: Engineering Structures, 20(8), (1998), p. 779–82
Lucas: Engineering Structures, 27 (2005), p. 977-989
Online since: July 2013
Authors: Piotr Omenzetter, Varun Kohli, Yohann Desgeorges
Piotr Omenzetter’s work within the LRF Centre for Safety and Reliability Engineering at the University of Aberdeen is supported by Lloyd's Register Foundation (LRF).
LRF supports the advancement of engineering-related education, and funds research and development that enhances safety of life at sea, on land and in the air.
Shiojiri, A study on dynamic design of pedestrian over-bridges, Transactions of the Japan Society of Civil Engineers 4 (1972) 50-51
Choudhuri, Vibration study of a proposed fitness center adjacent to a server room, in: Proceedings of the Fifth Congress of Forensic Engineering, ASCE, Reston, 2009, pp. 318-324
Zumpano, On the optimal sensor placement techniques for a bridge structure, Engineering Structures 27 (2005) 1488-1497
Online since: December 2014
Authors: Xi De Zhang, Guo Zhu Li, Zhen Zhou
Experimental Research on Factors Affecting Factors of Concrete Strength in Corrosion and Expanding Areas at Initial Stages of Reinforcement Xide Zhang1, a*, Zhen Zhou1,b , Guozhu Li 1,c 1 School of Civil and Architectural Engineering, Guangxi University Nanning, 530004, China azxd-gxu@163.com, b365460618@qq.com, c752796325@qq.com Keywords: durability; concrete; strength; corrosion Abstract.
Journal of Hydraulic Engineering, 2001(7), 57-61.
In Chinese [5] Xide Zhang , Xiuning Peng, Shuying Weiand Lang Zhou, Research on compres- sive strength deter- ioration of concrete by corrosion of reinforcing bar, The Eighth International Symposium on Structural Engineering for Young Experts, August 20-23 2004,Xi'an,China.
Rust of reinforced concrete structure crack damage research were reviewed—-The 11th national conference on structure engineering special report, "Engineering Mechanics" supplement, 2002, 70-88.
Engineering Structures, 2006, 28 (8): 1093-1109.
Online since: July 2014
Authors: Xian Jun Wang, Xiao Xi Zhao
Research on the Dam Foundation Stability and Reinforcement Measures of the 12th sluice section of XiangJiaba Hydropower Station Wang Xian-jun1,2,a Zhao Xiao-xi1,b 1College of Civil Engineering and Architecture, China Three Gorges University, Yichang 443002, China 2Rock Mechanics in Hydraulic Structural Engineering, Ministry of Education,Wuhan 430072, China a153675771@qq.com,b215923600@qq.com Key words: anti-sliding stability; strength reserve coefficient method; rigid equilibrium limit method; reinforce; concrete cogging; XiangJiaba Hydropower Station Abstract: By two-dimensional nonlinear finite element strength reserve coefficient method and the rigid body limit equilibrium method respectively, a comprehensive study of the stability of the 12th sluice section of XiangJiaba hydropower station is made and some conclusions of the instability mode and the lack of safety are reached.
Acknowledgements This work was financially supported by Rock Mechanics in Hydraulic Structural Engineering of Ministry of Education Opening Foundation (RMHSE1203).
Journal of hydraulics Engineering,1982, (05):31-37
[3] Lai Guo-wei,Wang Hong-shuo,Lu Shu-yuan.Stability analysis of dam foundations with weak layer[J].Journal of the Wuhan Institute of Hydraulic and Electric Engineering,1987,20(4):1~10
Chinese Journal of Geotechnical Engineering,2003,25(4): 389~394
Online since: March 2020
Authors: Abulmaali M.Y. Taher, Hala M. Gnedi, Khawla T. Snoussi, Thoria G. Sharef, Yousef Arebi
Gawande, “Experimental Investigations of Weld Characteristics for a Single Pass TIG Welding with SS304”, International Journal of Engineering Science and Technology, 2(8), 2010, pp.3676-3686
Sathish, “Evaluation of Mechanical Properties of SS 316 L Weldments using Tungsten Inert GasWelding”, International Journal of Engineering Science and Technology, 4, 2012
International Journal of Mechanical Science and Civil Engineering, 2 (2),June 2013 pp 36-40
Duta, “Use of Bimetallic Welds in Nuclear Reactors: Associated Problems and Structural Integrity Assessment Issues”, Mechanical Engineering Science, 220, 2006
N, Optimizations of Pulsed TIG Welding Process in Butt Joining of 304L Austenetic Stainless Steel Sheets”, International Journal of Research in Engineering and Technology, 3 (1), 2014.
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