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Online since: February 2013
Authors: Bo Zhou, Tai Yue Yin, Shi Feng Xue
Study on Crack Tip Field of Shape Memory Alloy Boardunder Torsion Load
Bo ZHOU1, a, Taiyue YIN2 and Shifeng XUE1, b
1College of Pipeline and Civil Engineering, China University of Petroleum, Qingdao 266555, China
2College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China
azhoubo_heu@163.com, bsfeng@upc.edu.cn
Keywords: Shape memory alloy, Board with a crack, Crack Tip field, Phase transformation zone.
Medical shape memory alloy applications - the market and its products, Materials Science and Engineering A, 378 (2004) 16-23
Optimization of thermal treatment parameters to alter austenitic phase transition temperature of NiTi alloy for medical implant, Matrials Science and Engineering A, 383(2004) 213-218
Medical shape memory alloy applications - the market and its products, Materials Science and Engineering A, 378 (2004) 16-23
Optimization of thermal treatment parameters to alter austenitic phase transition temperature of NiTi alloy for medical implant, Matrials Science and Engineering A, 383(2004) 213-218
Online since: July 2015
Authors: Z. Nadzirah, H. Nor Haslina, H. Rafidah
REMOVAL OF IMPORTANT PARAMETER FROM CAR WASH WASTEWATER - A REVIEW
Nadzirah, Z.1,a* Nor Haslina, H.2,b and Rafidah, H.3,c
1Department of Water and Environment, Faculty of Civil Engineering and Environment, University Tun Hussein Onn Malaysia,
2,3Department of Water and Environment, Faculty of Civil Engineering Technology, University Tun Hussein Onn Malaysia
anadzayadi@gmail.com,bhaslina@uthm.edu.my,crafidahh@uthm.edu.my
Keywords: chemical oxygen demand, oil and grease, surfactant
Abstract.
International Journal for Service Learning in Engineering. 2012. 7(1): 93–104
Journal of Industrial and Engineering Chemistry. 18. 1529-1539
Doctor of Engineering.
International Journal for Service Learning in Engineering. 2012. 7(1): 93–104
Journal of Industrial and Engineering Chemistry. 18. 1529-1539
Doctor of Engineering.
Online since: October 2014
Authors: Yan Feng
Reliability Analysis for the Ignition System of Aviation Piston Engine in the GO Methodology
Yan Feng
Aviation Engineering Institute,Civil Aviation Flight University of China,Sichuan Guanghan,618307,China.
This paper is supported by Civil Aviation Flight University of China Youth Foundation under grant Q2013-038.
Reference [1] Shen Zupei,Wang Yao,Huang Xiangrui,A quantification algorithm for a repairable system in the GO methodology,Reliability Engineering and System Safety.2003,80(3)293-298
[2] Shen Zupei,Gao Jia,Huang Xiangrui,A new quantification algorithm for the GO methodology, Reliability Engineering and System Safety.2000,67(3) 241-247
[5] Kailash C.Kapur,Michael Pecht,Reliability Engineering, John Wiley & Sons,New Jersey ,2014
This paper is supported by Civil Aviation Flight University of China Youth Foundation under grant Q2013-038.
Reference [1] Shen Zupei,Wang Yao,Huang Xiangrui,A quantification algorithm for a repairable system in the GO methodology,Reliability Engineering and System Safety.2003,80(3)293-298
[2] Shen Zupei,Gao Jia,Huang Xiangrui,A new quantification algorithm for the GO methodology, Reliability Engineering and System Safety.2000,67(3) 241-247
[5] Kailash C.Kapur,Michael Pecht,Reliability Engineering, John Wiley & Sons,New Jersey ,2014
Online since: June 2014
Authors: Mohamad Hidayat Jamal, Ahmad Khairi Abd. Wahab, Shairul Rohaziawati Samat, Norasman Othman
Wahab1,2,a, Norasman Othman2,3,b,
Mohamad Hidayat Jamal1,2,c and Shairul Rohaziawati Samat3,d
1Faculty of Civil Engineering, Universiti Teknologi Malaysia,
81310 UTM Johor Bahru, Johor, Malaysia
2Coastal and Offshore Engineering Institute (COEI), Universiti Teknologi Malaysia
Kuala Lumpur, Jalan Semarak, 54100 Kuala Lumpur, Malaysia
3Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang,
Lebuhraya Tun Razak, 26300 Gambang, Kuantan, Pahang, Malaysia
aakhairi@utm.my, bnorasman@ump.edu.my, cmhidayat@utm.my, dshairul@ump.edu.my
Keywords: swash zone, rainfall, groundwater, beach profile change, field experiment
Abstract.
Hydrodynamic processes in the swash zone are very complicated and challenging for researchers and engineers to understand and model.
Coastal Engineering 45, 149–167
Hydrodynamic processes in the swash zone are very complicated and challenging for researchers and engineers to understand and model.
Coastal Engineering 45, 149–167
Online since: August 2013
Authors: Xi Kang Yan, Kang Ma, Su Duan Wang, Qian Qian Chen, Xiao Lei Hou, Ling Qin
Study on failure mechanism of reinforced concrete frame with construction joint
Xikang Yan1,2, a, Kang Ma1,b , Suduan Wang3,c,Qianqian Chen1,d,
Xiaolei Hou1,e and Ling Qin1,f
1 College of Civil Engineering, Hebei University of Technology, Tianjin 300401, China
2 Civil Engineering Technology Research Center of Hebei Province,Tianjin 300401,China
3 Tianjin Building Materials Products Quality Supervision and Inspection Center, 300401,China
atisyxk@126.com, bluya4426@126.com, csuduanwang@163.com, dqqc871017@163.com, ehao.yunxiangban@163.com, fqinling_dc@163.com
Keywords: construction joints, reinforced concrete, quasi-static test, crack, plastic hinge
Abstract.
References [1] Yayong Wang, Xueshuang Bai: Engineering seismology 2001(1),p.3-7,in Chinese [2] Institute of Engineering Mechanics, Academia Sinica. 1979.
Earthquake Resistant Engineering and Retrofitting,2009,3(05),p.93-100.in Chinese [4]Yan Xikang, Zhang Yinglai, Chen Pei.
References [1] Yayong Wang, Xueshuang Bai: Engineering seismology 2001(1),p.3-7,in Chinese [2] Institute of Engineering Mechanics, Academia Sinica. 1979.
Earthquake Resistant Engineering and Retrofitting,2009,3(05),p.93-100.in Chinese [4]Yan Xikang, Zhang Yinglai, Chen Pei.
Online since: August 2013
Authors: Hong Yu Jia, Xiao Fei Wang, Peng Fei Yue
Space rigid frame damage identification method based on modal analysis
Hongyu Jia1, a, Pengfei Yue3, b , Xiaofei Wang1, c
1Architecture and Civil Engineering School, Inner Mongolia University of Science and technology, Baotou, 014010, China
2Architecture and Civil Engineering School, Inner Mongolia University of Science and technology, Baotou, 014010, China
3 Shandong Gangtong Engineering Consulting CO.
Introduction Steel structures are used widely in building and mechanical engineering, in this employment, Steel structures will produce tiny damage inevitably.
A Summary Review and Advances of Vibration-Based Damage identification Methods in Structural Health Monitoring [J],Engineering Mechanics 2008.02.2828(2):1-17(In Chinese)
Introduction Steel structures are used widely in building and mechanical engineering, in this employment, Steel structures will produce tiny damage inevitably.
A Summary Review and Advances of Vibration-Based Damage identification Methods in Structural Health Monitoring [J],Engineering Mechanics 2008.02.2828(2):1-17(In Chinese)
Online since: December 2010
Authors: Yun Peng Chu, Yong Yao
Numerical Simulation Analysis on Seismic Behavior of Cold-Formed Beam-to-Column Connections
Yunpeng Chu , Yong Yao
College of civil engineering, southwest university of technology.
Provide some references for the engineering application.
Structural Engineers, Vol. 25, No. 4, pp. 138-144. 2009.
Journal of Architecture and Civil Engineering, Vol. 25, No.4, pp. 6-12. 2008.
The Structural Engineer, 1997, Vol. 75, No.10
Provide some references for the engineering application.
Structural Engineers, Vol. 25, No. 4, pp. 138-144. 2009.
Journal of Architecture and Civil Engineering, Vol. 25, No.4, pp. 6-12. 2008.
The Structural Engineer, 1997, Vol. 75, No.10
Online since: January 2012
Authors: Hui Yang, Ke Qing Sun
The study of the confinement velocity in the longitudinal ventilation tunnel fire
Keqing Sun 1, a, Hui Yang1,b
1 Beijing Municipality Key Lab of Heating, Gas Supply, Ventilating and Air Conditioning Engineering School of Environment and Energy Engineering, Beijing University of Civil Engineering and Architecture, Beijing, 100044 China
a hh1985ff@163.com
b buceayang@163.com
Keywords: Tunnel Fire, Longitudinal Ventilation, Confinement Velocity.
Acknowledgements This research was supported by the Beijing Municipality Key Lab of Heating, Gas Supply, Ventilating and Air Conditioning Engineering (No.
KF201007) and science research fund of Beijing University of Civil Engineering and Architecture(No. 101100702).
Acknowledgements This research was supported by the Beijing Municipality Key Lab of Heating, Gas Supply, Ventilating and Air Conditioning Engineering (No.
KF201007) and science research fund of Beijing University of Civil Engineering and Architecture(No. 101100702).
Online since: January 2013
Authors: De Rong Zhu, Zi Jiang Yang, Gui Xia Ning, Shi Zhong Liu, Hui Zhang
Static Fatigue Experimental Research on orthotropic deck with composite pavement layer
Derong Zhu1,2, a, Zijiang Yang1,b, Hui Zhang 1,c ,Shizhong Liu 1,d
and Guixia Ning1,e
1 School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, Gansu 730070, China
2 China Railway Shanghai Design Institute Group, Shanghai, Shanghai 200070, China
aZDRemail@163.com, byangzj@mail.lajtu.cn, czhanghuilz@yahoo.cn, dliushizhong@163.com
e252757963@qq.com
Keywords: Orthotropic steel deck; Shear nail; Steel fiber concrete pavement layer; Stress analysis; Static fatigue model test.
Acknowledgements Project supported by the National Natural Science Foundation of China (Grant No. 50968008), and Foundation of ``Jin Lan'' Engineering Plan of Lanzhou Jiaotong University, Youth Foundation of Lanzhou Jiaotong University (Grant No. 2011035) and Foundation of Laboratory of Road Bridge &.
Highway Engineering.
Highway Engineering.
Journal of Architecture and Civil Engineering.
Acknowledgements Project supported by the National Natural Science Foundation of China (Grant No. 50968008), and Foundation of ``Jin Lan'' Engineering Plan of Lanzhou Jiaotong University, Youth Foundation of Lanzhou Jiaotong University (Grant No. 2011035) and Foundation of Laboratory of Road Bridge &.
Highway Engineering.
Highway Engineering.
Journal of Architecture and Civil Engineering.
Online since: November 2016
Authors: Joy Anup, P.R. Deepa
Experimental Study on the Effect of Recycled Aggregate and GGBS on Flexural Behaviour of Reinforced Concrete Beam
Deepa P.R1,a*, Anup Joy2,b
1*PG Scholar, Structural Engineering,
Sree Buddha College of Engg, Pattoor, Alappuzha,Kerala,India
2 Asst.
Professor, Dept of Civil Engg, Sree Buddha College of Engg, Pattoor, Alappuzha,Kerala, India adeeparpillai05@gmail.com,bnjanup@gmail.com Keywords: Recycled Concrete Aggregate (RCA), Ground Granulated Blastfurnace Slag (GGBS) Concrete, environmental pollution Abstract: Globally, the concrete industry consumes large quantities of natural resources, which are becoming insufficient to meet the increasing demands.
· Deflection and crack pattern of GGBS –RCA beam is close to control beam · Replacing cement with GGBS and coarse aggregate with recycled aggregate is one of the good solutions available to the problem of environmental impacts References [1] Myle Nguyen James, Wonchang Choi “Use of Recycled Aggregate and Fly Ash in Concrete Pavement” American J. of Engineering and Applied Sciences 4 (2): 201-208, 2011 [2] Neela Deshpande “Effectiveness of using Coarse Recycled Concrete Aggregate in Concrete” International Journal of Earth Sciences and Engineering ISSN 0974-5904, Volume 04, No 06 SPL, October 2011 [3] P.Saravankumar, G.Dhinakaran, K.Marimuthu “Performance of Sustainable Concrete Containing HVFA and RCA”Asian Journal of Aplied Sciences 2013,ISSN 1996-3343 [4] Parthasai Reddy “Determination of Mechanical Properties of Recycled Aggregate Concrete With Fly Ash” International Journal of Advancements in Research & Technology, Volume 3, Issue 2, February-2014 [5] Reshma Rughooputh
and Jaylina Rana “Partial Replacement of Cement by Ground Granulated Blast furnace Slag In Concrete” Journal of Emerging Trends in Engineering and Applied Sciences (JETEAS) 5(5): 340-343,2014 [6] S.
Arivalagan “Sustainable Studies on Concrete with GGBS As a Replacement Material in Cement” Jordan Journal of Civil Engineering, Volume 8, No. 3, 2014 [7] Tarannum, Shruti, Rameshwari “Experimental Studies on Pozzolanic Action of GGBS and Strength Properties of GGBS Concrete” IJIRST –International Journal for Innovative Research in Science & Technology Volume 1 Issue 12,May 2015 [8] IS 456:2000 Plain and Reinforced Concrete-Code of Practice Bureau of Indian Standards,New Delhi,2000 [9] IS 10262:2009 “Concrete Mix Proportioning-Guidlines, Bureau of Indian Standards,New Delhi,2009 [10] Yogendra O.
Professor, Dept of Civil Engg, Sree Buddha College of Engg, Pattoor, Alappuzha,Kerala, India adeeparpillai05@gmail.com,bnjanup@gmail.com Keywords: Recycled Concrete Aggregate (RCA), Ground Granulated Blastfurnace Slag (GGBS) Concrete, environmental pollution Abstract: Globally, the concrete industry consumes large quantities of natural resources, which are becoming insufficient to meet the increasing demands.
· Deflection and crack pattern of GGBS –RCA beam is close to control beam · Replacing cement with GGBS and coarse aggregate with recycled aggregate is one of the good solutions available to the problem of environmental impacts References [1] Myle Nguyen James, Wonchang Choi “Use of Recycled Aggregate and Fly Ash in Concrete Pavement” American J. of Engineering and Applied Sciences 4 (2): 201-208, 2011 [2] Neela Deshpande “Effectiveness of using Coarse Recycled Concrete Aggregate in Concrete” International Journal of Earth Sciences and Engineering ISSN 0974-5904, Volume 04, No 06 SPL, October 2011 [3] P.Saravankumar, G.Dhinakaran, K.Marimuthu “Performance of Sustainable Concrete Containing HVFA and RCA”Asian Journal of Aplied Sciences 2013,ISSN 1996-3343 [4] Parthasai Reddy “Determination of Mechanical Properties of Recycled Aggregate Concrete With Fly Ash” International Journal of Advancements in Research & Technology, Volume 3, Issue 2, February-2014 [5] Reshma Rughooputh
and Jaylina Rana “Partial Replacement of Cement by Ground Granulated Blast furnace Slag In Concrete” Journal of Emerging Trends in Engineering and Applied Sciences (JETEAS) 5(5): 340-343,2014 [6] S.
Arivalagan “Sustainable Studies on Concrete with GGBS As a Replacement Material in Cement” Jordan Journal of Civil Engineering, Volume 8, No. 3, 2014 [7] Tarannum, Shruti, Rameshwari “Experimental Studies on Pozzolanic Action of GGBS and Strength Properties of GGBS Concrete” IJIRST –International Journal for Innovative Research in Science & Technology Volume 1 Issue 12,May 2015 [8] IS 456:2000 Plain and Reinforced Concrete-Code of Practice Bureau of Indian Standards,New Delhi,2000 [9] IS 10262:2009 “Concrete Mix Proportioning-Guidlines, Bureau of Indian Standards,New Delhi,2009 [10] Yogendra O.