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Online since: July 2018
Authors: Bing Sun, Wei Xu, Han Li
Economic Benefits and Engineering Application of Hybrid Fiber Reinforced Concrete Lining
Economic Benefits.
Engineering Application.
From the existing engineering application, its technical and economic benefits have reached the expected requirements.
Due to its excellent performance, it has been widely used in many aspects of engineering construction.
Shang Hai: Tongji university civil engineering, 2007
Engineering Application.
From the existing engineering application, its technical and economic benefits have reached the expected requirements.
Due to its excellent performance, it has been widely used in many aspects of engineering construction.
Shang Hai: Tongji university civil engineering, 2007
Online since: September 2012
Authors: Hassan Ijaz, W. Saleem, K. Nisar, S.R. Chaudry, L. Gornet, M.A. Khan
These types of models have been successfully used to eliminate the effect of localization in damage models for civil engineering and metal work by many researchers [9-11] but domain is still open to implement them in interface damage modeling for delamination of composite laminates [12-13].
Composites Part B: Engineering, Vol. 42 (2011) 1173-1180
International Journal for Numerical Methods in Engineering.
International Journal for Multiscale Engineering, Vol. 5 (2007) 153-165
International Journal for Numerical Methods in Engineering.
Composites Part B: Engineering, Vol. 42 (2011) 1173-1180
International Journal for Numerical Methods in Engineering.
International Journal for Multiscale Engineering, Vol. 5 (2007) 153-165
International Journal for Numerical Methods in Engineering.
Online since: January 2010
Authors: Viggo Tvergaard, Kim Lau Nielsen, Bruno de Meester, Thomas Pardoen, Aude Simar
Strain hardening and damage in 6xxx series aluminum alloy friction stir
welds
Aude Simar
1,a
, Kim Lau Nielsen1,2,b
, Bruno de Meester1,c
, Thomas Pardoen1,d
,
Viggo Tvergaard2,e
1
Institute of Mechanics, Materials and Civil Engineering, Université catholique de Louvain, B-1348
Louvain-la-Neuve, Belgium
2
Department of Mechanical Engineering, Solid Mechanics, Technical University of Denmark,
DK-2800 Kgs.
The strain hardening behavior of the weld and the engineering strain at necking are remarkably well predicted.
Fig. 4: Engineering stress-strain curves for the friction stir weld comparing the experimental and simulated results using different estimates for θIV.
Fig. 5: Predicted local equivalent plastic strain, pMε , in the weld (case 3) for (a) 9% of global engineering strain and (b) well into void coalescence.
However, at a global engineering strain of 9%, only very limited void nucleation and growth has occurred.
The strain hardening behavior of the weld and the engineering strain at necking are remarkably well predicted.
Fig. 4: Engineering stress-strain curves for the friction stir weld comparing the experimental and simulated results using different estimates for θIV.
Fig. 5: Predicted local equivalent plastic strain, pMε , in the weld (case 3) for (a) 9% of global engineering strain and (b) well into void coalescence.
However, at a global engineering strain of 9%, only very limited void nucleation and growth has occurred.
Online since: June 2025
Authors: Csaba Gáspár
Silvestre: Density results using Stokeslets and a method of fundamental solutions
for the Stokes equations, Engineering Analysis with Boundary Elements, Vol. 28 (2004),
pp. 1245-1252
Kuo: Localized method of fundamental solutions for solving two-dimensional Laplace and biharmonic equations, Engineering Analysis with Boundary Elements Vol. 101 (2019), pp. 188-197
Lecture Notes in Computational Science and Engineering, Vol. (116) (2017), pp. 303-311.
G´asp´ar: A localized version of the Method of Fundamental Solutions in a multi-level context, Periodica Polytechnica Civil Engineering Vol. 67(3) (2023), pp. 716-724
Golberg: The method of fundamental solutions for Poisson's equation, Engineering Analysis with Boundary Elements Vol. 16 (1995), pp. 205-213.[9] P.L.
Kuo: Localized method of fundamental solutions for solving two-dimensional Laplace and biharmonic equations, Engineering Analysis with Boundary Elements Vol. 101 (2019), pp. 188-197
Lecture Notes in Computational Science and Engineering, Vol. (116) (2017), pp. 303-311.
G´asp´ar: A localized version of the Method of Fundamental Solutions in a multi-level context, Periodica Polytechnica Civil Engineering Vol. 67(3) (2023), pp. 716-724
Golberg: The method of fundamental solutions for Poisson's equation, Engineering Analysis with Boundary Elements Vol. 16 (1995), pp. 205-213.[9] P.L.
Online since: April 2020
Authors: Ying Fang Fan, Yun Yan Liu
In practical engineering, some beams are cracked due to long-term overloading.
In practical engineering, CFRP can be used to strengthen the damaged prestressted concrete beam effectively.
Journal of Bridge Engineering, Vol. 9(2004), p. 185-192
Engineering Structures.
China Civil Engineering Journal.
In practical engineering, CFRP can be used to strengthen the damaged prestressted concrete beam effectively.
Journal of Bridge Engineering, Vol. 9(2004), p. 185-192
Engineering Structures.
China Civil Engineering Journal.
Online since: October 2014
Authors: Harald Rødseth, Per Schjølberg
Tantardini, "Integrated maintenance and production planning: A model to include rescheduling costs," Journal of Quality in Maintenance Engineering, vol. 18, pp. 42-59, 2012
Duenyas, "Integrated maintenance and production control of a deteriorating production system," IIE Transactions (Institute of Industrial Engineers), vol. 34, pp. 423-435, 2002
Vanier, "Why industry needs asset management tools," Journal of Computing in Civil Engineering, vol. 15, pp. 35-43, 2001
Feigenbaum, "Adopting a new competitive discipline for today's competitive times," Engineering Management Journal, vol. 4, pp. 78-80, 1994
Myklebust, "Integrated key performance indicators: a tool for smarter decision making," ed Trondheim: NTNU, Faculty of Engineering Science and Technology, 2012, pp.
Duenyas, "Integrated maintenance and production control of a deteriorating production system," IIE Transactions (Institute of Industrial Engineers), vol. 34, pp. 423-435, 2002
Vanier, "Why industry needs asset management tools," Journal of Computing in Civil Engineering, vol. 15, pp. 35-43, 2001
Feigenbaum, "Adopting a new competitive discipline for today's competitive times," Engineering Management Journal, vol. 4, pp. 78-80, 1994
Myklebust, "Integrated key performance indicators: a tool for smarter decision making," ed Trondheim: NTNU, Faculty of Engineering Science and Technology, 2012, pp.
Online since: March 2015
Authors: Chang Feng Yuan, Jin Chao Wang, Hai Bin Hang, Zi Jin Yuan
Comparative analysis of ground settlement caused by two kinds of tunnel excavation method
Yuan Changfeng1,a, Huang Haibin1,b, Wang Jinchao,c and Yuan Zijin1,d
1College of civil engineering, Qingdao Technological University of China
ayuanchangfeng70@126.com, b1075881174@qq.com, c708830522@qq.com,d564682641@qq.com
Keywords: Benching method; advance bottom heading method; tunnel excavation; ground settlement
Abstract.
Shallow tunnel excavation method[2] is a construction method that Wang academicians in China sets up according to NATM principles and combined with a large number of engineering practice in our country started , this method is currently the most widely used in our country, and perfected continuously in the practical engineering, especially in hard rock tunnel, generally using this method to the construction in our country.
References: [1] Yuan Changfeng, in Guang Ming, Wang Xiaolei, Wang Ning.Key Technology Research of Urban Underground Engineering Space Data Management[J].
Chinese Journal of underground space and Engineering, 2012, 8(5): 939-944 [2] Wang Mengshu.
Compile.Qingdao Jiaozhou Bay tunnel engineering research and practice[M].Beijing:China Communications Press, 2011
Shallow tunnel excavation method[2] is a construction method that Wang academicians in China sets up according to NATM principles and combined with a large number of engineering practice in our country started , this method is currently the most widely used in our country, and perfected continuously in the practical engineering, especially in hard rock tunnel, generally using this method to the construction in our country.
References: [1] Yuan Changfeng, in Guang Ming, Wang Xiaolei, Wang Ning.Key Technology Research of Urban Underground Engineering Space Data Management[J].
Chinese Journal of underground space and Engineering, 2012, 8(5): 939-944 [2] Wang Mengshu.
Compile.Qingdao Jiaozhou Bay tunnel engineering research and practice[M].Beijing:China Communications Press, 2011
Online since: May 2012
Authors: Zi Jie Liu, Li Li Mu, Xiao Long Kang, Zuo Wei Zhong
Study on Safety Evaluation for Construction Sites Based on Fuzzy-AHP and Grey Correlation Analysis
Zuowei Zhong1,a, Zijie Liu1,b , Lili Mu1,c and Xiaolong Kang1,d
1 School of Civil Engineering, Inner Mongolia University of Technology, Hohhot, 010051, China
afortunatezhong@126.com, bliuzijie1979@126.com, cbeze7361@163.com,
dkangxiaolong0315@163.com
Keywords: Analytic Hierarchy Process (AHP), Construction site, Fuzzy comprehensive assessment, Grey Correlation Analysis, Safety assessment.
Journal of Construction Engineering and Management,131(11), 1233–1240
Journal of Construction Engineering and Management, 135(6), 488–496
Journal of Construction Engineering and Management, 135(12), 1316–1323
Journal of Construction Engineering and Management, Vol. 131, No. 12, December 1, 2005
Journal of Construction Engineering and Management,131(11), 1233–1240
Journal of Construction Engineering and Management, 135(6), 488–496
Journal of Construction Engineering and Management, 135(12), 1316–1323
Journal of Construction Engineering and Management, Vol. 131, No. 12, December 1, 2005
Online since: October 2011
Authors: Wen Xi Fu, Xing Zheng
Introduction
The Hoek–Brown criterion reflects well the nonlinear shear strength of a jointed rock mass and has been widely accepted in the field of geotechnical engineering [1].
Hoek, Practical Rock Engineering, A.
[6] Rock Engineering: http://www.rockscience.com/roc/Hoek/PracticalRockEngineering.asp
Duncan: Journal of Geotechnical and Geoenvironmental Engineering, Vol. 126 (2000): 307-316
Harr: Reliability-based Design in Civil Engineering.
Hoek, Practical Rock Engineering, A.
[6] Rock Engineering: http://www.rockscience.com/roc/Hoek/PracticalRockEngineering.asp
Duncan: Journal of Geotechnical and Geoenvironmental Engineering, Vol. 126 (2000): 307-316
Harr: Reliability-based Design in Civil Engineering.
Online since: August 2013
Authors: Zhong Yuan Li
Structures
Zhongyuan Li
School of Civil Engineering, Hefei University of Technology, China
lisztcivil@163.com|
Key words: R.C. structure, structure durability, environmental influences, durability degradation, steel corrosion, chloride erosion
Abstract: The durability of R.C. structure as a significant indication is widely considered in structure design where the environmental influence research is the basis of study on durability of R.C. structures.
Nonetheless, with the increasing amount of the reinforced R.C. structure, service life being close to deadline, increase of engineering accidents and huge maintenance costs, R.C. structure durability has become the focused issue in the area of engineering.
Concrete structure durability associates closely with the service life of the overall engineering.
Structural Engineers, 2010, 26 (2): 166-171.
Port & Waterway Engineering, 2002, (12), 23-26.
Nonetheless, with the increasing amount of the reinforced R.C. structure, service life being close to deadline, increase of engineering accidents and huge maintenance costs, R.C. structure durability has become the focused issue in the area of engineering.
Concrete structure durability associates closely with the service life of the overall engineering.
Structural Engineers, 2010, 26 (2): 166-171.
Port & Waterway Engineering, 2002, (12), 23-26.