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Canadian Journal on mechanical sciences & Engineering.
Environmental Engineering Science.
Journal of Mechanical and Civil Engineering.
International Journal of Engineering and Technology.
Society of Automotive Engineers. (2002-01-0289)

Ghani2,b and NOR AZAZI Zakaria2,c 1Department of Civil Engineering, Faculty of Engineering, Universiti Teknologi PETRONAS, 31750, Tronoh, Perak, Malaysia 2River Engineering and Urban Drainage Centre, Engineering Campus, Universiti Sains Malaysia, Seri Ampangan, 14300 Nibong Tebal, Penang, Malaysia.
Journal of Environmental Engineering, 136(9) (2010) 878-889
Journal of Environmental Engineering. 131(11) (2005) 1521-1531
Journal of Environmental Engineering, 137(9) (2011) 800-808
Journal of Hydrologic Engineering, 15(6) (2010) 404-416

Numerical Analysis of Reinforcing Bars in the Support Zone of Central Slab-Column Connections Subjected to Eccentric Tension Barbara Wieczorek1,a* 1Department of Theory of Building Structures, Faculty of Civil Engineering, Silesian University of Technology, Akademicka 5 st.,44-100 Gliwice, Poland abarbara.wieczorek@polsl.pl Keywords: reinforced concrete structure, punching, slab-column connections, two-way slabs structural integrity reinforcement, experimental research, numerical modelling Abstract.
Wieczorek, Influence of the location of the column on the load capacity of a slab-column connection for the inner column after punching, Procedia Engineering, Vol. 57, 2013
Wieczorek, Idea of a simplified model to determination of the load capacity of and inner slab-column connection after its punching, Procedia Engineering, Vol. 65, 2013
Wieczorek, Investigations concerning the corner part of the reinforced concrete structures in the emergency of removing the corner support, Procedia Engineering, Vol. 65, 2013
Wieczorek, Numerical analysis of the deformation of the corner part of slab-column structures, 20th International conference „Engineering mechanics”, Svratka, Czech Republic, May 12-15, 2014

Timber engineering.
Moisture-induced stresses in spruce cross-laminates, Engineering Structures 32 (2010), 600-606
Engineering Structures 33 (2011), 3071-3078
Dep. of Civil Engineering, Aalborg University (2007); ISSN: 1901-7294
Wood Science and Timber Engineering, Paper no. 1, 2nd ed., ISSN-1395-7953 R0502, Dept. of Building Technology and Structural Engineering, Aalborg University (2005)

Engineering Failure Analysis, 81, 1-9
Engineering failure analysis, 36, 407-422
Journal of Basic Engineering, 83(4), 529-534
Journal of Basic Engineering, 93(4), 691-698
Engineering Failure Analysis, 97, 61-71

Cipto Mangunkusumo Samarinda, Indonesia, 75131, Indonesia. 2Departemen of Mechanical Engineering and Industrial, Universitas Gadjah Mada, Jln.
Grafika No.2, Yogyakarta,55281, Indonesia. 3Department of Mechanical Engineering, Universitas Syiah Kuala, Jln.
Engineering products usually cannot be separated from defects.
Ma, Friction stir welding and processing, Materials Science and Engineering: R: Reports, 50(1–2), (2005), 1-78, https://doi.org/10.1016/j.mser.2005.07.001 [7] R.
Raja, Effect of material location and tool rotational speed on microstructure and tensile strength of dissimilar friction stir welded aluminum alloys, Archives of Civil and Mechanical Engineering, 12(4), (2012), 446-454, https://doi.org/ 10.1016/j.acme.2012.08.002 [16] P.

Research of particle contact mechanics behaviors and applicative evaluation for asphalt mixture WANG She-liang1,a ZHU Xi-yu1,b TANG Xian2,c 1 School of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an 710055 China; 2Department of Highway Engineering Shaanxi College of Communication Technology, Xi’an 710018 China a wangshel@yahoo.com.cn，b zhuxiyu8655@163.com, c tangxian2000@163.com Keywords: asphalt mixture; particle contact behaviors; applicative evaluation model; particle contact simulation; pavement performance Abstract: Different gradation types may have different particle contact behaviors for asphalt mixture, so that it holds diverse pavement performances.
In order to facilitate the particle contact behavior in practical engineering application, Based on the stability of asphalt mixture, the simplify evaluation model is establish in engineering application, and it lays a foundation for design method based on asphalt mixture workability.
Applicative evaluation model of engineering Hypotheses of applied model.
In the process of engineering application, the mainly consideration in the gravity is motion contact behavior, the motion behavior size is closely relate to the internal friction and cohesion of grain.
For quality control of practical engineering, the technical index can be applied to evaluate the technological characteristic of asphalt mixture, it has a function of evaluating the quality of field asphalt mixture.

Figure 9 shows Engineering stress strain curve of base material and the welded joints.
Engineering Stress-Strain curves of notched tensile test and tensile properties have been shown in Fig. 9.
Patra, Journal of The Institution of Engineers (India): Series D, 97 (2015) 153-158
Kuziak, Archives Of Civil And Mechanical Engineering, Vol.
Dong, Materials Science and Engineering: A, 527 (2010) 1215-1222

Zhanga aSchool of Naval Architecture, Ocean and Civil Engineering, Shanghai JiaoTong University, Shanghai 200240, P.
Sadhana-Academy Proceedings in Engineering Sciences, 2003, 28: 187-208
Materials Science and Engineering a, 2001, 319: 521-526
Materials Science and Engineering a ,2001, 319: 527-530
Materials Science and Engineering a, 2008, 481: 713-717

Influence of Glass Powder on Rheological Properties of Ultra-Рigh Performance Concrete Paste Xueli Nan1,2,a*, Jianrui Ji1,2,b, Rongyang Li1,2,c, Yi Wang1,2,d, Hao Chen1,2,e,Weibing Tang3,f 1School of Material Science and Engineering, Lanzhou University of Technology, Lanzhou 730050, China 2State Key Laboratory of Advanced Processing and Recycling of Non-ferrous Metals, Lanzhou University of Technology, Lanzhou 730050, China 3Gansu Province Transportat Planning, Survey and Design Institute Co., Ltd, Lanzhou 730000, China a*nanxueli@163.com, b2551575546@qq.com, crongyang_li@163.com, d1094503218@qq.com, e1668181580@qq.com, f1292127480@qq.com Keywords: Glass powder, Rheological properties, Ultra-high performance concrete paste Abstract.
Replacing cement and silica fume with glass powder to prepare ultra-high performance concrete (UHPC) is beneficial to solve the ecological problem in the field of civil engineering, but the technologies of preparation, transportation, pumping, and hardening of UHPC mainly relate to its rheological property.
Therefore, from the perspective of UHPC paste rheology, the preparation of UHPC with a wider range of engineering applications has practical significance for reducing manufacturing costs and protecting environmental.
Journal of Structural and Construction Engineering, Transaction of Archcitectural Instistue of Japan. 80(2015)527-537