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Optimization Study on Open Shaped Ribs Arrangement and Diaphragm Cutout for Steel Orthotropic Box Girder Zhenwang Wu1, Kaifeng Zheng1, Yingjie Cui1 , Yanbin Shui2 1School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan Province, China 2Department of Bridge, Tunnel and Track Traffic, Municipal Engineering Design and Research Institute Chengdu, Sichuan Province, China zhenwangwu@139.com, shuiyb1976@163.com Keywords:steel orthotropic box girder; open shaped ribs arrangement; diaphragm cutout; optimization study Abstract.The ramp B of one overpass was designed as curved steel orthotropic box girder, whose deck was welded with open shaped bulb ribs in the range of driveways.
Engineering background and finite element model The ramp B of one overpass, of which main span is 32m and minimum curve radius is 40m, adopts 1.5m constant depth steel orthotropic box girder.
“Full-scale fatigue tests of steel orthotropic decks for the Williamsburg Bridge,” Journal of Bridge Engineering, ASCE, Volume 8, Issue 5, September/October 2003, pp.323-333

The Study on the Change of Sheer Strength Characteristic Parameter and Soil Nail Firmness of Effect in the Condition of Freezing-thaw Cycling Chunyan Jiang 1, a, Yong Feng 2,b and Yuan Zhou 3,c 1 College of Water Conservancy and Civil Engineering ,XinJiang Agricultural University, Urumqi,China axjnydxfy@163.com, b470457472@qq.com Keywords: fine earth; freezing-thaw cycling; internal cohesive force; internal friction angle; conception of soil nail Abstract.
Chinese Journal of Geotechnical Engineering .28(10): 1213-1217
Chinese Journal of Geotechnical Engineering .28(11): 1991-1995
Chinese Journal of Rock Mechanics and Engineering .2003,22(S2): 2695-2699

Parametric Modeling and Stability Analysis of Temporary Grandstand Lin He1,2,a, Cong Liu1,2,b* and Zhenyu Wu1,2,c 1Key Lab of Structures Dynamic Behavior and Control (Harbin Institute of Technology), Ministry of Education, Heilongjiang, Harbin, 150090, China 2School of Civil Engineering, Harbin Institute of Technology, Heilongjiang, Harbin, 150090, China ahelin@hit.edu.cn, bliucong618@126.com, cWuzhenyu@hope.hit.edu.cn Key words: Temporary Grandstands, Parametric Modeling, Python, Stability Analysis, Nonlinear Abstract.
Helwig: Journal of Structural Engineering Vol.131 (2005), p.933 [11] J.J.
Zahn: Journal of Engineering Mechanics, Vol.109 (1983), p.821 [12] S.
Fukumoto: Journal of Structural Engineering Vol.111 (1985), p. 1288

, The 11th Central European Congress on Concrete Engineering.
Frappa, Electrical Resistivity Measurement Applied to Cracking Assessment on Reinforced Concrete Structures in Civil Engineering, NDT & E International, Vol. 36, Issue 6 (2003) 383-394
Ramana, Behaviour of slurry infiltrated fibrous concrete (SIFCON) on simply supported two way slabs in flexure, Indian Journal of Engineering Material Science, Vol. 12 (2005) 427-433
Gnaneswar, Behaviour of steel reinforced slurry infiltrated fibrous concrete (SIFCON) two way slabs in punching shear, Indian Journal of Engineering Material Science, Vol. 15 (2008) 334-342

Structures for Engineering and Architecture, Naples, Italy afaggiano@unina.it, bmariarosaria.grippa@unina.it, ccalderon@unina.it Keywords: Chestnut timber, non-destructive tests, bending tests, mechanical identification.
Journal of Civil Structural Health Monitoring: Volume 1, Issue 3, page 103-112, 2011
Experimental analysis on old chestnut timber by means of non-destructive techniques. 11th World Conference on Timber Engineering (WCTE2010), Riva del Garda, Italy, 20-24 June 2010
Structural grading of old chestnut elements by compression and bending tests. 11th World Conference on Timber Engineering (WCTE2010), Riva del Garda, Italy, 20-24 June 2010
Combined methods for in situ mechanical identification of ancient timber structures based on non-destructive tests. 11th World Conference on Timber Engineering (WCTE2010), Riva del Garda, Italy, 20-24 June 2010.

Macromolecular Materials and Engineering 305(2020)10, S. 2000361
Procedia Engineering 120(2015), S. 279–282
Synthesis Lectures on Emerging Engineering Technologies 2(2016)1, S. 1–96
M.: Comparison of TDR and Inclinometers for Slope Monitoring: American Society of Civil Engineers, 2012

Patil, A review study on Savonius wind rotors for accessing the power performance, Journal of Mechanical and Civil Engineering (IOSR-JMCE) (2007) 18-24
Zhiqiang, Optimization design, modeling and dynamic analysis for composite wind turbine blade, Procedia Engineering 16 (2011) 369-375
Malcolm, Modal response of 3-bladed wind turbines, Journal of Solar Energy Engineering, Transactions of the ASME 124 (2002) 372-377
Wilson, Three Dimensional Static and Dynamic Analysis of Structures: A Physical Approach with Emphasis on Earthquake Engineering, CSI, Inc.

Stress Corrosion Cracking of Aluminum in Chloride-Containing Solution Sri Hastuty1,a, Fauzan Fadhlurrahman1,b, Fatwa Khoirrun Nadhor1,c, Purwo Kadarno1,d, Muhammad Akbar Barrinaya1,e, Arianta2,f, Ranny Adriana2,g, Suharti3,h 1Department of Mechanical Engineering, Universitas Pertamina, South Jakarta 12220, Indonesia 2Department of Civil Engineering, Universitas Pertamina, South Jakarta 12220, Indonesia 3Department of Chemistry, Universitas Pertamina, South Jakarta 12220, Indonesia asri.hastuty@universitaspertamina.ac.id, bfauzanfadhlurrahman2311@gmail.com, cfatwanadhor9a@gmail.com, dpurwo.kadarno@universitaspertamina.ac.id, ebarrinaya@universitaspertamina.ac.id, farianta@universitaspertamina.ac.id, granny.adriana@universitaspertamina.ac.id, hsuharti.s@universitaspertamina.ac.id Keywords: Aluminium, Stress Corrosion Cracking, Chloride ion Abstract.
Overall, Aluminum is a cost-effective alloy offering a combination of properties that suit various engineering applications[3].
Ashby, Engineering materials 1: An introduction to properties, applications and design.

Increasing Concrete Durability Against Organic Acid Corrosion with Coal Fly Ash and Bagasse Fly Ash as Cement Replacements Jensak Koschanin1,a and Phongthorn Julphunthong1,b* 1Department of Civil Engineering, Faculty of Engineering, Naresuan University, Phitsanulok, Thailand ajensak.kos@live.uru.ac.th, bphongthornj@nu.ac.th* Keywords: Concrete; Coal fly ash; Bagasse fly ash; Organic acids; Corrosion Abstract.
Additionally, the authors would like to express their appreciation to the Faculty of Engineering and the Faculty of Science at Naresuan University for their facility supported.
Singh, Strength, durability and microstructural investigations on pervious concrete made with fly ash and silica fume as supplementary cementitious materials, Journal of Building Engineering 69 (2023) 1-23, https://doi.org/10.1016/j.jobe. 2023.106275

A Study on Area Detector Type Diffraction Stress Measurement and Its Application to Shelling Problem in Railway Tracks Toshihiko Sasaki1, a , Osamu Yaguchi2, b and Yuichi Kobayashi3, c 1 Department of Materials Science and Engineering, Kanazawa University, Kakuma-machi, Kanazawa, Ishikawa, Japan 2 Department of Materials Science and Engineering, Kanazawa University, Kakuma-machi, Kanazawa, Ishikawa, Japan 3 Hitachi, Ltd., Automotive Systems, 6-3-1, Fujimi, Kawasaki, 210-0011 Japan a sasakit@kenroku.kanazawa-u.ac.jp, b osamu.yaguchi@riken.co.jp, c yuichi.kobayashi.vv@hitachi.com Keywords: Residual Stress, X-Ray Diffraction, Image Plate, Railway Rail, Rolling Contact Fatigue.
Some engineering models have been proposed to predict the crack growth in rails based on the fracture mechanics.
Hanawa: The Japan Railway Civil Engineering Association, 1998, vol. 36(5), pp. 323-325 [4] I.