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Rheological Fracture Analysis of Beam Lingqiang Yang 1, a, Xucong LIU 1,b and Qinglian Shu1,c 1 School of Civil and Architectural Engineering.
Rock Mechnics Problem in Hydrolic Engineering.
Journal of Hydraulic Engineering, Vol26.No.1. pp55-72.(1985) [3] Yu Raozhong, JU Rang.
Journal of Hydraulic Engineering.
Journal of Hydraulic Engineering.

Introduction Fiber reinforced polymer (FRP) material has good performance such as corrosive resistance, water resistance, high temperature resistance, high strength, high modulus of elasticity, light weight, and so on, so it’s application is more and more widely in civil engineering and hydraulic engineering.
Chinese Journal of Geotechnical Engineering, 1997(1):15-21.( In Chinese) [2] Huang C.C., Tatsuoka F..
Journal of Geotechnical and Geoenvironmental Engineering,ASCE,1997,123(1):30-36
Chinese Journal of Geotechnical Engineering, 2003, 25(4):441-444. ( In Chinese) [7] Huang X Z.
Chinese Journal of Geotechnical Engineering, 2012, 34(9):1691-1694. ( In Chinese) [8] Du Y X.

Introduction Connections with holes in the cylindrical shell are common in the fields of power, petrochemical, nuclear engineering, ocean engineering, submarine, transport pipeline and others.
The influence of rectangular opening in the cylindrical shells to dynamic behavior of structures[N].China Civil Engineer Journal, 2000,43(4 ): 287-291. ].
The proceedings of the 14th international conference on Structural engineering(Book Two)( upper part) . 2005:441-450. ].
In engineering, the round hole opened on the cylindrical shell refers to the round hole projection on the cylindrical shell, and on its expanded surface it is a non-circular and non-oval closed curve.
Journal of Engineering. 1999. ],cylindrical shell radius R is 1 m, the hole radius design in four conditions :r=0.155 / 0.3 / 0.5 / 0.6, while the wall thickness is 0 .02 m, the length is 3m.

The flattening behaviour of angle section beams subjected to pure bending Wei-bin Yuan1,a Chang-yi Chen1,b 1 College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou 310014, China a yuanwb@zjut.edu.cn, b ccy_inaugurate@126.com Keywords: flattening shape, energy method, nonlinear instability, angle section, beam, bending Abstract: The flattening behaviour of angle section beams subjected to pure bending is studied in this paper.
Journal of Structural Engineering, ASCE Vol.125(1999) p.515-23
[6] Earls CJ: Journal of Structural Engineering, ASCE Vol.127(2001) ,p.616-624
Journal of Structural Engineering (ASCE) Vol.130(2004) ,p.1931–40
Journal of Structural Engineering (ASCE) Vol.131(2005) ,p.457–66

Calculation on Crack Parameter by Extended Finite Element Method Bo ZHOU1, a, Dong-xue WANG1, Shi-feng XUE1 1College of Pipeline and Civil Engineering, China University of Petroleum, Qingdao, 266555, China aemail: zhoubo_heu@163.com Keywords: Extended Finite Element Method; Crack of Mode I; Stress Intensity Factor Abstract.
Elastic crack growth in finite elements with minimal remeshing, International Journal for Numerical Method in Engineering, 45: 601-620, 1999
A combined space-time extended finite element method, International Journal for Numerical Methods in Engineering, 64: 260-284, 2005
A local space-time discontinuous finite element, Computer Methids in Applied Mechanics and Engineering, 195: 1325-1343, 2006
A vector level set method and new discontinuity approximations for crack growth by EFG, International Journal for Numerical Method in Engineering, 54: 923-944, 2002.

Fatigue Life Reliability Analysis of Submarine Cone-cylinder Shell Zhiyong Zhang1, a, Tianshu Song1, b, Yang He1, c 1College of Aerospace Engineering and Civil Engineering, Harbin Engineering University, Harbin, Heilongjiang, 150001, China azzyhunan@163.com, bsongts@126.com, cwoshiheyang888@163.com Keywords: cone-cylinder shell, fatigue life reliability, Monte Carlo method, probabilistic fracture mechanics, combination method Abstract.
The fatigue crack is usually treated as a semi-elliptical surface crack in a finite-thickness plate from an engineering consideration.
Acknowledgements This work was financially supported by Harbin Engineering University Groundwork Foundation (HEUFT05001).
Nuclear Engineering and Design, 2001, 207(3), pp. 269~286

Stability analytical method of stepped loess cutting high slope Wanjun Ye1, a, Gengshe Yang2,b and Jianzhi Wang 3,c 1 Key Laboratory of Western Mineral Resources and Geological Engineering of Ministry of Education,Chang¢an University, 2.
School of Architecture and Civil Engineering,Xi'an University of Science and Technology,Xi'an,Shaanxi 710054,China; Xi'an,Shaanxi 710054,China 3.
Xi'an Engineering Investigation and Design Research Institute of China National Nonferrous Metals Industry,710054, China ayewanjun2004@126com, bgengshey@sina.com, cwangjianzhi@gmail.com Keywords: High loess slope, Layer-Like, Stability .
Acknowledgements This project was financially supported by Key Laboratory of Western Mineral Resources and Geological Engineering of Ministry of Education (CHD2011SY015 ),the National Natural Science Foundation of China (Grant No. 41172262and50974102) References [1] Z.Q.Cui, N.L,Beijing: Slope Engineering Recent Advances in Theory and Practice(WPP Press, China, 1999) [2] X.M Zhao, C.Y Li, Journal of Geotechnical Engineering,Vol.3(1981),p.43

., TU Delft, Faculty of Civil Engineering & Geoscience, Delft, the Netherlands 2, 3, 4 Postdoctoral researcher, TU Delft, Faculty of Civil Engineering & Geoscience, Delft, the Netherlands 5 PhD Candidate at TU Delft, Faculty of Civil Engineering & Geoscience, Delft, The Netherlands a J.G.Rots@tudelft.nl, b F.Messali@tudelft.nl, c R.Esposito@tudelft.nl, d V.Mariani@tudelft.nl, e S.Jafari@tudelft.nl * corresponding author Keywords: Unreinforced masonry structures; Experiments; Material characterisation; Structural response; masonry constitutive model; model validation.
Pezzoli, Shaking table tests on 24 simple masonry buildings, Earthquake Engineering & Structural Dynamics, 27(1) (1998), 67-90
Petkovic, Seismic behavior of masonry walls: experimental simulation, Journal of Structural Engineering, 122(9) (1996), 1040-1047
Lumantarna, Cyclic testing of unreinforced masonry walls in two-way bending, Earthquake Engineering & Structural Dynamics, 36(6) (2007), 801-821

Aldiabat3,d, CHONG Beng Wei4,e 1Department of Civil Engineering, College of Engineering, Universiti Malaysia Pahang, 26300 Gambang Kuantan Pahang 2School of Space and Environment, Beihang University, Beijing 100191, China 3Jerash University, Irbid International Street, 26150 Jerash, Jordan 4Faculty of Civil Engineering Technology, Universiti Malaysia Pahang, 26300 Gambang Kuantan Pahang amr.leexiaofeng2018@gmail.com, bdohsi@ump.edu.my, cfengweiying@buaa.edu.cn, dj.btoosh@jpu.edu.jo, ebengwei.chong@aiesec.net Keywords: Steel slag; mechanical; compressive strength; UPV.
Shyamala, Characterization study on coconut shell concrete with partial replacement of cement by GGBS, Journal of Building Engineering. 26 (2019) 100830
Saud, A Case study of low compressive strength of concrete containing fly ash in East Java Indonesia, Procedia Engineering. 125 (2015) 579-586
Guo, Applications of steel slag powder and steel slag aggregate in ultra-high performance concrete, Advances in Civil Engineering. 2018

Vinu2,b 1PG Student, Department of Civil Engineering, B.S.
Tsonos, "Effectiveness of CFRP-jackets and RC-jackets in post-earthquake and pre-earthquake retrofitting of beam-column sub assemblages", 13th World Conference on Earthquake Engineering Vancouver, B.C., Canada, paper No. 2558, August 2004
J.G., “Seismic upgrade of exterior RC beam-to-column joints with CFRP jacketing: Experimental investigation”, Journal of Earthquake Engineering, September 2012
[7] Marco Di Luduvico, Alberto Balsamo, Andrea Prota, Gerardo Mario Verderame, Mauro Dolce and Gaetano “Preliminary results of an experimental investigation on RC beam-column joints”, 6th International Conference on FRP, Composites in Civil Engineering (CICE 2012) [8] Mohamad H.
Sharbatdar, Genda Chen, Lesley Sneed, “Innovative hybrid reinforcement constituting conventional longitudinal steel and FRP stirrups for improved seismic strength and ductility of RC structures”, Frontiers of Structural and Civil Engineering, Vol.10, No. 1, pp. 44-62, 2016