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Online since: May 2011
Authors: Yang Han, Ling Ling Jia, Hang Jing
At present, the research on ice load in the ice engineering focus on two aspects .
However, these spectral curves are so very complicated, that it is difficult to be used in the structural analysis for engineering purposes.
Ocean Engineering, 1998(4):2-5.
Earthquake Engineering and Engineering Vibration.2006,26(1): 170-173
Ocean Engineering, 1993(4):1-5.
However, these spectral curves are so very complicated, that it is difficult to be used in the structural analysis for engineering purposes.
Ocean Engineering, 1998(4):2-5.
Earthquake Engineering and Engineering Vibration.2006,26(1): 170-173
Ocean Engineering, 1993(4):1-5.
Online since: August 2014
Authors: Michal Polák, Tomáš Plachy, Pavel Tesárek, Jakub Okénka
Damage Detection and Localization on Cement Specimens
PLACHÝ Tomáš1, a *, OKÉNKA Jakub1,b, TESÁREK Pavel1,c
and POLÁK Michal1,d
1Department of Mechanics, Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, 166 29 Praha 6, Czech Republic
aplachy@fsv.cvut.cz, bokenkaj@gmail.com, ctesarek@fsv.cvut.cz, dpolak@fsv.cvut.cz
Keywords: damage detection, health monitoring, impact excitation method, natural frequency, mode shape, cement specimen
Abstract.
Johannesson, Mette Geiker, A review: Self-healing in cementitious materials and engineered cementitious composite as a self-healing material, Construction and Building Materials, 28.1 (2012) 571-583
Padevět, Experiment in real conditions, Mechanical properties of gypsum block determined using non-destructive and destructive methods, in: International Conference on Engineering Mechanics, Structures, Engineering Geology, International Conference on Geography and Geology – Proceedings, 2010, pp. 418-423
Kuklík, Non-destructive Tests of Modulus of Elasticity for the Glued Laminated Timber Beams, Procedia Engineering, 48 (2012) 409-412
Zobal, Changes of the Fracture Energy of Cement Paste with Addition of Fly Ash in Time, Procedia Engineering, 48 (2012) 513-519.
Johannesson, Mette Geiker, A review: Self-healing in cementitious materials and engineered cementitious composite as a self-healing material, Construction and Building Materials, 28.1 (2012) 571-583
Padevět, Experiment in real conditions, Mechanical properties of gypsum block determined using non-destructive and destructive methods, in: International Conference on Engineering Mechanics, Structures, Engineering Geology, International Conference on Geography and Geology – Proceedings, 2010, pp. 418-423
Kuklík, Non-destructive Tests of Modulus of Elasticity for the Glued Laminated Timber Beams, Procedia Engineering, 48 (2012) 409-412
Zobal, Changes of the Fracture Energy of Cement Paste with Addition of Fly Ash in Time, Procedia Engineering, 48 (2012) 513-519.
Online since: May 2012
Authors: Sheng Guo Cheng, Hong Zheng
Constitutive Model of Shallow Landslides Catastrophe Theory under the Heavy Rainfall
CHENG Sheng Guo1,2,a, ZHENG Hong1,b,*
1State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, China
2College of Civil Engineering and Architecture, China Three Gorges University, Yichang, Hubei, 443002, China
acsg@ctgu.edu.cn, b,*Corresponding Author: hzheng@whrsm.ac.cn
Keywords: Heavy rain; shallow landslide; Catastrophe Theory; Constitutive Model
Abstract.
Hydrogeology and engineering geology, Vol. (1) 20-23 (1995) (in Chinese) [2] P.
Vol. 15(1):28-32,52(2003) (in Chinese) [6] J.C.Xu, S.Y.Quan and J.L.Wang: Study on relationship between slope-mass slide displacement and precipitation of loose soil landslide, Journal of Rock Mechanicals and Engineering, Vol.25(S1):2854-2860(2006) (in Chinese) [7] S.Q.
Chinese Journal of Geotechnical Engineering, 19(4): 486-492(2000) (in Chinese) [8] H.LONG, S.Q.QIN and Z.Q.WAN: Catastrophe analysis of rainfall-induced landslides.
Chinese Journal of Rock Mechanics and Engineering, 21(4): 502–508(2001) (in Chinese) [9] F.H.
Hydrogeology and engineering geology, Vol. (1) 20-23 (1995) (in Chinese) [2] P.
Vol. 15(1):28-32,52(2003) (in Chinese) [6] J.C.Xu, S.Y.Quan and J.L.Wang: Study on relationship between slope-mass slide displacement and precipitation of loose soil landslide, Journal of Rock Mechanicals and Engineering, Vol.25(S1):2854-2860(2006) (in Chinese) [7] S.Q.
Chinese Journal of Geotechnical Engineering, 19(4): 486-492(2000) (in Chinese) [8] H.LONG, S.Q.QIN and Z.Q.WAN: Catastrophe analysis of rainfall-induced landslides.
Chinese Journal of Rock Mechanics and Engineering, 21(4): 502–508(2001) (in Chinese) [9] F.H.
Online since: January 2014
Authors: Dan Yi, Yue Ning, Yang Tian, Zhifeng Liu
At present, the research on foundation- base - the upper structure is mainly used in the field of civil engineering, the mathematical model of the foundation-soil- heavy machinery interaction system in numerical control machine tool is less.
Engineering Mechanics.2002,19(3):34-38
Mechanics and Engineering .2005,27 (4) :18-21
[5] Mark R.Svinkin, Dynamic effects of impact machine foundations, Geotechnical Earthquake Engineering and Soil DynamicsIV[J].
Chinese Journal of Mechanical Engineering.2002,38(10):114-117
Engineering Mechanics.2002,19(3):34-38
Mechanics and Engineering .2005,27 (4) :18-21
[5] Mark R.Svinkin, Dynamic effects of impact machine foundations, Geotechnical Earthquake Engineering and Soil DynamicsIV[J].
Chinese Journal of Mechanical Engineering.2002,38(10):114-117
Online since: July 2014
Authors: Jie Min Liu, Ya Zhen Sun, Jia Liang Yang, Shuang Liu
Theory of Duality Disturbance of Elastoplasticity
Jiemin Liu1,a, Shuang Liu1,b, Jialiang Yang2,c, Yazhen Sun1,d
1School of Science, Shenyang Jianzhu University, Shenyang, 110168, China
2School of Civil Engineering, Shenyang Jianzhu University, Shenyang, 110168, China
aliujiemin1954@163.com, bliush0229@163.com, cyangjl0912@163.com, dsyz16888@126.com
Keywords: duality disturbance, elastoplasticity, relatively non-disturbed material, relatively complete disturbed material.
Those models can simulate the mechanical behavior of deformable solid bodies under different research levels, and solve a lot of engineering problems.
Basic assumptions Basic assumptions used in TDD are that the mechanical properties of engineering material in service will be changed in comparison to the initial state.
Thus, scalar is of important engineering significance.
The solution steps of mechanical behaviors of engineering material based TDD is shown as follows. 1.
Those models can simulate the mechanical behavior of deformable solid bodies under different research levels, and solve a lot of engineering problems.
Basic assumptions Basic assumptions used in TDD are that the mechanical properties of engineering material in service will be changed in comparison to the initial state.
Thus, scalar is of important engineering significance.
The solution steps of mechanical behaviors of engineering material based TDD is shown as follows. 1.
Online since: August 2014
Authors: Yong Li Li, Zhi Gang Zhao, Hua Yang
The Calculation of the Dynamic Problem for the Thin Shell by Method of Convolution-Type Point Collocation
Yong-li Li 1,a, Zhi-gang Zhao 2,b, Hua Yang 1,c
1Jinan University, School of Civil Engineering and Architecture, Jinan, 250022, China
2Tianjin University, School of Mechanical Engineering, Tianjin, 300072, China
acea_liyl@ujn.edu.cn, bZhaoZhigang@sina.com, Ccea_Yangh@ujn.edu.cn
Keywords: Structure dynamics; Method of weighted residuals; Convolution; Thin shell; Point collocation
Abstract.
Earthquake Engineering and Structural Dynamics, 1991, 20: 699-703
Earthquake Engineering and structural Dynamics, 1989, 18: 565-573
Mechanics in Engineering, 2006,28(3):71-73 [11] Li Yongli, Zhao Zhigang, Houzhikui.
Engineering Mechanics, 2006,23(1):43-46
Earthquake Engineering and Structural Dynamics, 1991, 20: 699-703
Earthquake Engineering and structural Dynamics, 1989, 18: 565-573
Mechanics in Engineering, 2006,28(3):71-73 [11] Li Yongli, Zhao Zhigang, Houzhikui.
Engineering Mechanics, 2006,23(1):43-46
Online since: September 2013
Authors: Zhong Fan, Zai Gen Mu, Jing Cheng
Journal of Railway Science and Engineering, 2004, 1(1):39-43
Journal of Railway Science and Engineering, 2006, 3(2): 34-38
Engineering Mechanics, 2010, 27(2): 178-185
Engineering Mechanics, 2005, 22(3):177-182
Engineering Mechanics, 2009, 26(4):105-112
Journal of Railway Science and Engineering, 2006, 3(2): 34-38
Engineering Mechanics, 2010, 27(2): 178-185
Engineering Mechanics, 2005, 22(3):177-182
Engineering Mechanics, 2009, 26(4):105-112
Online since: September 2011
Authors: Hui Long Ren, Guang Lei Li, Da Lu Qiu, Hong Li
Study on welding deformations of shipboard of container vessel
Hong Li 1, a, Dalu Qiu1, b, Guanglei Li1, c and Huilong Ren2, d
1College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China
2College of Shipbuilding Engineering, Harbin Engineering University, Harbin 150001, China
aleeh2005@sohu.com, b402138365@qq.com, cokliguanglei@126.com, drenhuilong@263.net
Keywords: Container vessel; Residual deformation; Equivalent load; Inherent strain; Gaussian heat source
Abstract.
The equivalent loads method based on inherent strains is accurate and available to predict the deformations in a ship structure, which provides theory foundation and instruction on welding mechanics analysis and engineering.
Key Engineering Materials, Vols. 348-349 (2007): 373-376 [4] LI Hong, REN Huilong.
Ship Engineering.
The equivalent loads method based on inherent strains is accurate and available to predict the deformations in a ship structure, which provides theory foundation and instruction on welding mechanics analysis and engineering.
Key Engineering Materials, Vols. 348-349 (2007): 373-376 [4] LI Hong, REN Huilong.
Ship Engineering.
Online since: February 2011
Authors: Gang Han Huang, Ke Zhi Guan, Bai Lin Fan
Bailin Fan1, a, Kezhi Guan1, b, GangHan Huang1, c
1 School of Mechanical Engineering University of Science and Technology Beijing, Beijing 100083, China
afanbailin@sohu.com, bKZG60889@163.com, cHgh868@sina.com
Keywords: 00Cr12Ti Stainless Steel, Flow Stress, Mathematical Models, Deformed Temperature.
It is an important metal in vehicle engineering and civil engineering.
[4] 00Cr12Ti flow stress varies with temperature more slowly than through 00Cr12Ti compared with 0Cr13Mn.It has a good performance in corrosive environment and flue gas environment .It is essential materials to special circumstances in the vehicle engineering and environmental engineering.
[2] Chinese Mechanical Engineering Society, The Association of Mechanical Engineering Ed, “Forging Handbook”, Third Edition.
It is an important metal in vehicle engineering and civil engineering.
[4] 00Cr12Ti flow stress varies with temperature more slowly than through 00Cr12Ti compared with 0Cr13Mn.It has a good performance in corrosive environment and flue gas environment .It is essential materials to special circumstances in the vehicle engineering and environmental engineering.
[2] Chinese Mechanical Engineering Society, The Association of Mechanical Engineering Ed, “Forging Handbook”, Third Edition.
Online since: January 2014
Authors: Qiang Fu, Chong Xi Bai
FRP elements have good performance, which have been used increasingly in engineering and hydraulic engineering.
Journal of Geotechnical and Geoenvironmental Engineering,ASCE,1997,123(1):30-36
Journal of the Geotechnical Engineering Division,ASCE,1975,101(GT12):1241-1255
Journal of Geotechnical Engineering, ASCE,1975,101(GT12):1257-1276
China Civil Engineering Journal,2008, 41(2):94-99
Journal of Geotechnical and Geoenvironmental Engineering,ASCE,1997,123(1):30-36
Journal of the Geotechnical Engineering Division,ASCE,1975,101(GT12):1241-1255
Journal of Geotechnical Engineering, ASCE,1975,101(GT12):1257-1276
China Civil Engineering Journal,2008, 41(2):94-99