Search results

Langdon 3,4, 1Division of Materials Science and Engineering, Hanyang University, Seoul 133-791, South Korea 2Department of Materials Engineering and Civil Construction, Universidade Federal de Minas Gerais, Belo Horizonte 31270-901, MG, Brazil. 3Departments of Aerospace & Mechanical Engineering and Materials Science University of Southern California, Los Angeles, CA 90089-1453, U.S.A. 4Materials Research Group, Faculty of Engineering and the Environment University of Southampton, Southampton SO17 1BJ, U.K.

Beeby 2,b 1 School of Engineering, University of Durham, Durham, DH1 3LE, UK 2 School of Civil Engineering, University of Leeds, Leeds, LS2 9JT, UK a richard.scott@durham.ac.uk, b a.w.beeby@leeds.ac.uk Keywords: Concrete, beam, Slab, Tension stiffening, Deflection Abstract.
Acknowledgements The principal financial support for the research programme was provided by the Engineering and Physical Sciences Research Council (EPSRC).
References [1] Scott, R.H. and Gill, P.A.T., Short Term Distributions of Strain and Bond Stress along Tension Reinforcement, The Structural Engineer, Vol. 65B, No. 2.

Heat recovery and Urban mobile heat provider system for industrial and mining enterprises Jiang Pei1, a, Li Nan1,b and Sun Yang-chao2,c 1Department of weaponry Engineering , Naval University of Engineering, Wuhan, China 2No.91622 Unit, Sanya, China ajiangpei@vip.163.com, blinanchina8404@163.com, c sunyangchao@163.com Keywords: Heat recovery, mobile heat provider Abstract.
l Heat storage volume if only 1/5 of the direct hot water storage volume l Phase transition temperature at 79 ° C, very suitable for the field of civil heating l Melting latent heat is of 620kJ / L, the heat storage capacity is seven times the same volume of water with 20K temperature differences.
Waste heat recovery using heat pipe heat exchanger (HPHE) for surgery rooms in hospitals[J].Applied thermal Engineer.2000,20(14):1271-1282
A numerical study of solar chimney for natural ventilation of buildings with heat recovery [J].Applied thermal engineer.1998,18(12):1171-1187.

Unified Three-dimensional Revision of Modified Cam Clay Model Hang-zhou Li 1,a, Hong-jian Liao 1,b, Kyoji Sassa 2,c, and Gong-hui Wang2,d 1 Department of Civil Engineering, Xi'an Jiaotong University, Xi'an, Shaanxi, 710049, China 2 Research Centre on Landslides, Disaster Prevention Research Institute, Kyoto University, Gokasho, Uji, Kyoto, 611-0011, Japan a lihangzhou77@163.com, bhjliao@xjtu.edu.cn, csassa@scl.kyoto-u.ac.jp, d wanggh@landslide.dpri.kyoto-u.ac.jp Keywords: unified strength theory, modified cam clay model, critical state line, singularity Abstract.
Journal of Engineering Mechanics, Vol 126 (2000), p. 112 [7] Yu, M.
Recent Development of Geotechnical Engineering in Soft Ground, (2005), p. 224 [9] Yu, M.
Unified elasto- plastic associated and nonassociated model and its engineering application.

Effect of Combined Shot Peening Process for Surface Nanocrystallization Method on Fatigue Strength of TC4 Ai-Ling Wen1, a, Sheng-wu Wang2,b, Rui-ming Ren 3,c and Xiu-xia Yan4,d 1 School of Mechanical Engineering, Dalian Jiaotong University, Dalian 116028, China 2 School of Materials Science and Engineering, Dalian Jiaotong University, Dalian 116028, China 3 School of Civil and Safety Engineering, Dalian Jiaotong University, Dalian 116028, China 4 Yantai Engineering Vocational and Technical College.

With higher mechanical properties and less variability, glulam has become an interesting alternative to traditional materials (e.g. concrete, steel) for structures in civil engineering.
André, Fibers for strengthening of timber structures, Research report, Luleå University of Technology, Division of Structural Engineering, (2006) [2] American Society for Testing and Materials (ASTM), Standard methods of testing on small clear specimens of timber.
Proceedings RILEM Symposium on Timber Engineering, Stockholm, Sweden, (1999) [8] Z.
Proceedings of the 6th World Conference on Timber Engineering WCTE, Whistler, Canada, (2000) [9] G.

Experimental investigation on rubberized concrete mixed proportion design Zancheng LI 1,2,a, Xiaoye HUANG 3,b, Jifeng LIANG 2,c 1 Department of Engineering Mechanics,Northwestern Polythechnical University,Xi’an,710072, China 2 Department of Airfield Engineering, Xuzhou Air Force College, Xuzhou, 221000, China 3 Seventh Air Force Engineering Unit, Jinan Military Region, Xuzhou 221005, China a lizancheng2003@yahoo.com.cn, b HkG2ZD@126.com, c liangjifengsy@sina.com Keywords: rubberized concrete, mixed proportion design, compressive strength Abstract: The rubber powder, mesh 20,40,60 and 80, were mixed into comparison plain concrete by the volume contents of 50,75,100 and 125 L/m3 of the aggregates, to make rubberized concrete.
[2] Eldin, N.N. ve Senouci, A.B., "Rubber-Tire Particles As Concrete Aggregate", Journal of Materials in Civil Engineering, Vol.5, No.4, November, 1993, pp. 478-497

Numerical simulation on embedded steel frame concrete blast wall resisting air shock wave Haijun Wanga,1, Yong Yao2,b , Zhaoqiang Zhang3,c, Xiaopan Yang4,d, Yuping Zhu5,e 1,2,3,4,5 Collage of Civil Engineering and Architecture,Southwest University of Science and Technology, Mianyang, China awhjxnkjdx@163.com,byy001221@163.com,c 52282843@qq.com, d690747364@qq.com, e767040699@qq.com Keywords: Embedded steel frame concrete blast walls, LS-DYNA, *LOAD_BLAST, air-blast wave.
Research into Impact Effect on Wall and Flow Around Wall of Explosion Shock Wave[J].Mechanics in Engineering.2009,31(5):35-40
Numerical Simulation of Shock Wave Around-Flow on Basis of ALE Algorithm[J].Engineering Blasting,2002，6,8(2)：13-16
Elastic-plastic Dynamic Calculation and Numerical Analysis of Assembling Blast Resistant Wall under Effect of Vehicle Bombs[J]．Journal of Disaster Prevention and Mitigation Engineering,2007,27(4):394-400

A Novel Method for Monitoring Hydration Process of Cement Paste Material Hashem Almattarneh1,a, Abdullah Alwadie2,b, Ahmad Malkawi 3,c and Muhd Fadhil Nuruddin4,d 1,2,3Faculty of Engineering, Najran University, Saudi Arabia 4Faculty of Engineering, University of Technology PETRONAS, Malaysia ahmalmattarneh@nu.edu.sa, basalwadie@nu.edu.sa, cabmalkawi@nu.edu.sa, dfadhilnuruddin@petronas.com.my Keywords: Cement; Hydration; Dielectric.
Breugel, Hydration of cement based systems, Luleå University of Technology, Department of Civil and Mining Engineering, Division of Structural Engineering (2001), Sweden

Weak Transient Magnetic Fields Detecting in Thermomagnetic Effect Study of Polymer Material Deformations Shengming Chen1, a, Yingshe Luo1, b, Jianxin Su2, c,Yongzhong Zhang1, d 1Hunan Provincial Key Laboratory of Engineering Rheology, Central South University of Forestry and Technology, Changsha, 410004, China 2College of Information Technology, Xiangtan University, Xiangtan, 411105, China email: azz.csm@126.com, blys0258@sina.com, csujianxinxt-2370@163.com, dzyz69@163.com Keywords: Transient weak magnetic field; Hall sensors array; Dynamic power supply Abstract: A self-developed magnetic detector is presented, which is made up with 64 Hall sensors assembled as an 8×8 serried array in a 50×50mm quadrate circuit wafer, to catch a weak transient magnetic field.
Acknowledgements The author thanks project (10672191;11072270) supported by National Natural Science Foundation of China, Hunan college students' investigative study and innovative experiment plan, and the key discipline of civil engineering PhD candidate in teachers' quality promotion plan(2013ZDXK016) supported by Central South University of Forestry and Technology.
J. of Applied Mechanics and Engineering, 2003,16(8): 277-282
Conf. on Electrical and Control Engineering, 2011,09(04):3052-3055