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Online since: December 2014
Research Interests Current research topics are focused on structural integrity and structural collapse, environmental and construction risks design and verification of RC and steel structures, degradation of civil structures, high strengthened and corrosion and hydrogen resistant metals and protective coatings.
 2000: Technical University of Gdansk, Department of Materials Science and Engineering, Institute of Physical Chemistry of the Polish Academy of Science, Department of Electrochemistry and Corrosion,  1996-1998: Institute of Metallurgy, ETH Zurich, Switzerland,  Participation in the international conferences (with plenary lectures and oral presentations) in Belgium, Bulgaria, Canada, Germany, Greece, Czech Republic, Finland, Italy, Hungary, Poland, Russia, Switzerland, Sweden, Ukraine.
Educational activities: courses at the surface engineering, material science, chemical heat treatment, bases of fracture mechanics, cold working treatment, ageing of materials for nuclear, hydrogen and forcible energetic, medical material science and biocompatible electronics
 2002-2007: Professor at the Technical University of Szczecin, Institute of Materials Engineering
Reviewer of various associations and international publications in on-line, open access journal in the fields of fracture and solid mechanics and in structural and material engineering, as the International Journal of Fracture, Engineering Fracture Mechanics, Materials Science, Welding Technology Review, Maintenance Problems, Mechanical Fatigue of Metals, Tribology International, Materials Chemistry and Physics, Advances in Mechanical Engineering.
Online since: September 2007
Authors: Shou Ju Li, Li Juan Cao, Zi Chang Shangguan
Numerical Simulation of Fracture Process of Concrete Dam due to Freezing and Thawing with Finite Element Method Lijuan Cao 1,a , Shouju Li 2,b , Zichang Shangguan3,c 1 Institute of Mechanical engineering, Dalian Fisheries University, 116024, China 2 State Key Lab. of Structural Analysis for Ind.
Equipment, Dalian University of Technology,116024 China 3 Institute of Civil Engineering, Dalian Fishery University, Dalian 116023, China b lishouju@dlut.edu.cn, cshangguan002@vip.sina.com Key words: freezing and thawing deterioration, thermal stress, cracks, concrete dams Abstract.
Conclusion The thermal stress and cracking problems due to freezing and thawing are thought as one of the most important problems for concrete dam engineering both during construction phase and during operation phase.
Of Hydroelectric Engineering Vol. 10 (2000), p. 70 3.
Chen, Y.: Advances in Engineering soft ware Vol. 32 (2001), p. 677 E197.7m E267.7m 54.6m 1.0 0.5 0.1 11.4m
Online since: May 2011
Authors: Gang Cheng, Quan Cheng, Wei Dong Wang
An Integral Equation Method for Free Vibration of Circular Plate with Concentrated Mass at Arbitrary Positions Gang Cheng 1,a, Quan Cheng 2,b and Weidong Wang 2,c 1Department of Mechanical &Electronic Engineering, Shandong Jianzhu University, Jinan, Shandong, 250101, China 2Department of Engineering Mechanics, School of Civil Engineering, South Campus, Shandong University, Jinan, Shandong, 250061, China achenggang@sdjzu.edu.cn, bchengquansdu@126.com, cwangwd@sdu.edu.cn Key words: Vibration, Circular plate, Concentrated mass, Natural frequency, Integral equation method.
These are commonly found in the fields of aerospace and aeronautical industry, nuclear industry, watercraft and ocean engineering.
Knowledge of the free vibration characteristics of these structures is important not only for the researcher who wishes to understand the behavior, but also for the engineers whose duty it is to foresee and to prevent any failure which may occur in the course of the industrial use of such structures.
Laura: Ocean Engineering Vol. 31 (2004), p. 127 [4] R.
Online since: January 2012
Authors: Yu Ching Wu, Bing Xia
Si-Ping, College of Civil Engineering, Tongji University, 200092, Shanghai, P.R.
Tan: Journal of Structural Engineering Vol. 127(2001), p. 829
Huang: Journal of Structural Engineering Vol.128(2002), p. 105
Ting: Journal of Structural Engineering Vol. 129(2003), p. 661
Ting: Engineering Structures Vol. 28(2006), 805-817
Online since: July 2014
Authors: Ying Zi Yin, Ya Lei Wang
Determine the Shear Strength of Aeolian Sand and Bearing Capacity Yingzi Yin 1, a , Yalei Wang 1,b 1Architecture and civil engineering school , Inner Mongolia University Of Science & Technology, Baoyou 014010, China ayinyingzi2005@126.com b414287459@qq.com Key Words: shear strength; cohesion; internal friction angle; bearing capacity Abstract:In this article, through aeolian sand sample study in Inner Mongolia Baotou area, to determine the aeolian sand maximum dry density and optimum moisture content.
Chinese Journal of Geotechnical Engineering [J].2007,29(3):360-365
Chinese Journal of Geotechnical Engineering,2000,22(2):199-204
Railway Engineering,2007(9)
Determination of subgrade bearing capacity of aeolian sand[J].Coal Engineering,2008(8),
Online since: March 2013
Authors: Cun Zhi Pan, Ya Qian Liu, Jin Juan Xue
Circuit Design and Implementation for a Class of Hysteretic Systems Cun-zhi Pan1, a, Ya-qian Liu2,b, Jin-juan Xue1,c 1School of Mechanical Engineering, Shi Jiazhuang Tiedao University, Shi Jiazhuang, 050043, People’s Republic of China 2Military logistics system’s graphics and design office, Military transportation University, Tian Jin, 300000, People’s Republic of China  apanczh@126.com, bliuyaqian1218@sina.com, ckunkun2350@126.com Keywords: Hysteresis; Bouc-Wen model; Nonlinear Dynamics; Circuit Design Abstract.
Circuit debugging and signal output under typical excitation of the circuit board are performed, the results show that the circuit board is be feasible to demonstrate the Bouc-Wen model. 1 Introduction Hysteresis is a kind of very common nonlinear system, widely existed in civil engineering, electric power engineering, automatic control engineering and many other kinds of fields.
acoustooptics, 2004, 26 (5): 364-367 [2] Hongguang Li, Xu He, Guang Meng, Bouc-Wen hysteretic system dynamic simulation ,Journal of system simulation, 2004, (9) : 2009-2011 [3] Shaopu Yang, Yongjun Shen, Lag nonlinear system bifurcation and singularity , Beijing: science press, 2003 [4] Dongping Jin, Yushu Chen, Hysteretic nonlinear system bifurcation and singularity ,Journal of tianjin university, 1997, 21 (3) : 299-304 [5] Huiqun Yuan, Qingkai Han, Bangchun Wen, The vibration system stability and bifurcation behavior research with nonlinear hysteretic characteristics,vibration and impact, 2001, 20 (3) : 68-101 [6] Yongqiang Liu, Shaopu Yang, Yingying Liao etc, Magnetorheological damper Bouc-Wen parameter identification model based on genetic algorithm, vibration and impact, 2011, 21 (7) : 261-265 [7] Chuanyong Zhou, Bouc-Wen hysteresis model parameters’ identification and its application in elevator vibration modeling, Shanghai: Shanghai jiaotong university mechanical and power engineering
, 2008 [8]Wen Y K, Methodo for random vibration of hysteretics ystems,Journal of Engineering Mechanics,1976,12(2):49-263 [9]DobsonS, NooriM, HouZ, Dimentberg, M, Baber Modelingnad rnadom vibration naalysis of SDOF system with asymmetric hysteresis, International Journal of Non-LinearMechnaics, 1997,32(4):669-680
Online since: July 2012
Authors: Wieslaw Jerzy Staszewski, Sofia Pavlopoulou, Costas Soutis
Staszewski2,c, 1The University of Sheffield, Department of Mechanical Engineering, Mappin Street, S1 3JD, Sheffield, UK 2AGH University of Mechanical Engineering and Robotics, Department of Robotics and Mechatronics, Al.
Introduction In-situ health monitoring is one of the greatest challenges in several industries such as aerospace, marine, automotive and civil engineering.
Structural health monitoring (SHM) is generally defined as the process of implementing a damage identification strategy for aerospace, civil and mechanical engineering infrastructure [2].
However for such repairs to be certified by the Civil Aviation Authorities on-line monitoring techniques are urgently needed.
Hu, Design and performance of bonded patch repairs of composite structures, Proceedings of the Institution of Mechanical Engineers, Part G: Journal of Aerospace Engineering, 211 (1997) 263-271
Online since: October 2021
Authors: Mohammad Ali Khasawneh, Khalid Ghuzlan, Nada Bani Melhem
Evaluation of Carbon Nanotubes Asphalt Modification Using the Superpave Criteria Mohammad Ali Khasawneh1,a* Khalid Ghuzlan2,b and Nada Bani Melhem3,c 1Associate Professor of Civil Engineering, Prince Mohammad Bin Fahd University, Al Azeziya, Eastern Province, Kingdom of Saudi Arabia, Phone: 8499226/8498880 (Extension: 9756), Fax: 8964532 (+966531158725).
On leave from Jordan University of Science and Technology, Irbid, Jordan. 2Associate Professor, HOD Civil Engineering, Ajman University, P.O.Box: 346 Ajman UAE.
On leave from Jordan University of Science and Technology, Irbid, Jordan. 3Graduate Student, Civil Engineering Department, Jordan University of Science and Technology, Irbid, Jordan.
Journal Technology (Sciences & Engineering), 73(4), 69–76
International Journal of Pavement Engineering, 12 (6), 533-541
Online since: January 2012
Authors: Wei Qi Xu, Xiang Duan, Ding Feng Wu, Chen Yu
Study on Structural Morphology of Expressive Force of Architecture XU Wei-qi1,a, DUAN Xiang1,b, WU Ding-feng1 and YU Chen1 1School of Civil Engineering and Architecture,Wuhan Polytechnic University,China,430023 axuweiqi00608@163.com, bjintang28@163.com Keywords: architecture expression, structural morphology, architectural creation Abstract.By discussing the structural form’s effects on the architectural modelling,this paper elaborates the relationship between structural form and architectural modelling essential factors,and reveals the aesthetic characteristics of the structural morphology as well as how to express structural aesthetics value.Results show that the creative way to achieve the unification of architectural modelling and structural form is basic approach architectural design’s structure manifestation,and sevaral methods of this manifestation are also presented.
Introduction With the growing complexity of architecture design, the relationship of architects and structure engineers should be“mutual need,cooperation and mutual assistance.”Therefore,the harmony of architecture and structure in the design process prevent producing excellent works.Generally speaking,The division of architecture and structure is promoting the development of both sides,but losing the harmony of beauty between them.These problems further cause the result that the organic connection between them is destroyed and this is against the basic value orientation of architect.
Tange,who has been searching for combination point of structural form,material characteristic,structure technology and plastic arts,in order to endow architectural modeling with the beauty of poetry and rhythm,whose architectural works is the integration of art, science and technology.However,although technology was the foothold of his design methodology,its main feature lied in imaginative poetic effects.Kenzo Tange makes the logic of technology and formal beauty in architecture well integrated by scientific analyse,mathematical demonstration,bionic algorithm in structure and other methods.So,shaping morphology and solving the engineering problems can be carried out at the sanme time.
Technique of Regular Geometrical Patterns.Geometry is the elementary knowledge for architect and engineer to implement designing and function shaping.Regular geometrical patterns is an indispensable tool to mold the specific space environment,buildings and its structure form.
Hillside, NJ: Lawrence Erbium Associates,(1991) [3] Philip Elmer-Dewitt.Take a Trip into the Future on the Electronic Superhighway.Time,(1993) [4] Hotel Hyatt Regency,Roissy,Techniques Techniques and Architecture,(2004) [5] Keqi Wang: Journal of Jilin Iistitute of Architecture & Civil Engineering (2003), In Chinese [6] Robert le ricolais,Des colonnes suspendues en l’air,Werk,Bauen+Wohnen,(2005) [7] Information on http://www.abbs.com.cn/
Online since: June 2014
Authors: F.A. Memon, N. Shafiq, S. Demie, M.F. Nuruddin
Demie* Civil Engineering Department, Universiti Teknologi PETRONAS, Malaysia *Civil and Urban Engineering Department, Institute of Technology, Haramaya University, Ethiopia Keywords- Fly ash, Geopolymer concrete, Self-compacting Geopolymer concrete, Drying shrinkage Abstract –The drying shrinkage behaviour of fly-ash-based self-compacting geopolymer concrete (SCGC) was studied for a period of one year.
SCGC represents an opportunity to simultaneously improve both environmental and engineering performance compared to traditional Portland cement concrete.
Rangan, “Development and properties of low-calcium fly ash-based geopolymer concrete,” Research Report GC-1, Faculty of Engineering, Curtin University of Technology, Perth, Australia, 2005
Rangan, “Fly ash-based geopolymer concrete,” Research Report GC-4, Faculty of Engineering, Curtin University of Technology, Perth, Australia, 2008
Rangan, “Low-calcium fly ash-based geopolymer concrete: Long-term properties,” Research Report GC-2, Faculty of Engineering, Curtin University of Technology, Perth, Australia, 2006