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Analysis and Simulation of Elastic-Plastic Fracture Parameters at Crack Tip under Biaxial Loading and Uniaxial Loading Wang Zhong-Xian a, Liu Rui b Faculty of Civil Engineering and Mechanics, Jiangsu University, Zhenjiang, Jiangsu, China, 212013 a wzx-5566@163.com, b lrrb_007@163.com Keywords: crack tip field, crack driving forces, stress constraint, biaxial load, uniaxial load.
Introduction Cracks and defects in engineering structures such as pipelines and pressure vessels are often subjected to biaxial stresses.
Sutton: Engineering Fracture Mechanics, Vol. 45(1993), p. 1 [2] Y.
Pennell: Nuclear Engineering and Design, Vol. 188(1999), p. 259 [8] R.

Experimental Investigation on Damage Behavior of RC Shear Walls Huanjun Jianga, Yong Yingb and Bin Wangc State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, P.R.
Lam: Engineering Structures, Vol.23, No.12, p. 1525-1543 (2001)
Henry: Journal of Structural Engineering, Vol. 130, No. 6, p. 869-879 (2004)
Park: Bulletin of the New Zealand National Society for Earthquake Engineering, Vol. 2, No. 3, p. 155-166 (1989)

Supply Chain Quality Information Management Methodology and Application System Research Xiuxu Zhao1, a, Yuming Zhu2,b 1, 2School of Mechanical & Electrical Engineering, Wuhan University of Technology, China azhaoxiuxu@whut.edu.cn, b zym522006@163.com Keywords: Quality Information Management; traceability; RFID; Supply Chain Abstract.
According to the different stage of product quality implementation, different BOMs are used, Engineering BOM (EBOM) and Process BOM (PBOM) are in planning and design stage, which focus on product type management; Manufacturing BOM (MBOM) and Service BOM (SBOM) are used in action and service stage, which focus on batch management.
JOURNAL OF COMPUTING IN CIVIL ENGINEERING. 2007:11-20 [5] M.H.
Journal of Food Engineering 93 (2009) 394–399

Nonlinear Finite Element Analysis of Diamond Bird-beak TX-joints Zhaoquan Zhu 1, a, Shengliang Liu 2,b 1,2 College of Civil and Transportation Engineering, Hohai University, Nanjing, 210098, China azzq@hhu.edu.cn, bhhulsl@163.com Keywords: diamond bird-beak TX-joints; ultimate capacity; geometric parameters; load ratio Abstract.
Introduction Nowadays, tubular structures are widely used in bridges, buildings and large openings accompanied by engineering technology progress.
The 3th International Forum on Advances in Structural Engineering, Shanghai (2009),P. 159-171
[3] Yongqiang Liu, Lewei Tong, Xiaolin Zhao, in: Structural Engineers, Vol.2 (2) (2009),p. 35-40, in Chinese

Strength Prediction of Bonded T-Peel Joint with Single Overlap Support Ali M AL-Samhan King Saud University, College of Engineering, Industrial Engineering Department, POB 800,Riyadh 11421, Saudi Arabia asamhan@ksu.edu.sa Keywords: Peel joint, Overlapped weld-bond joint, Adhesive bonded structure.
The GID program is widely used for generating data files and results visualization in a number of linear and non-linear problems in thermal and structure engineering mechanics, using finite-element method.
Tochnog is explicit-implicit FE program that can be used in the analysis of structure, thermal, elastic or elastic-plastic engineering problems.
Civil Eng.

Study on Impact of Reservoir Leakage on the Proposed Tunnel Project in Metamorphic Region Yihan Du, Qihua Zhao (College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu, China, 610059) (Email: duxinyang0408@163.com) Keywords: Metamorphic rock, Leakage Abstract.
Engineering Survey The section of proposed highway is located in the northwestern Sichuan Basin, belonging to Guergou Town, Li County, Aba Tibetan and Qiang Autonomous Prefecture.
In accordance with the investigations, hydrogeological conditions and analysis of reservoir leakage to tunnel, engineering geology and hydrology geological conditions have no large differences.
Su: Analysis and evaluation for reservoir leakage problem for thick cover layer [J], Gansu Water Conservancy and Hydropower Engineering,2095-0144(2011)10-0031-03

Numerical Simulation Using Finite Element and Earth Pressure Analysis on Double-row Pile Retaining Structures Jian Zhoua, Zihan Wangb School of Civil Engineering, Tongji University, Shanghai 200092, China a tjuzj@vip.163.com, b wangzihan1984@163.com Keywords: Double-row piles, Retaining excavation, Spatial effect, Finite element, Earth pressure Abstract.
Introduction As a new kind of technology in retaining foundation pit, double-row pile retaining structures have been widely used in foundation engineering.
In the research of double-row pile retaining structures, based on the data of laboratory model tests and engineering tests, the model of plane rigid frame [2] is proposed.
De Paiva: Engineering Analysis with Boundary Elements Vol. 24(2000), p. 237-247

Effects of Exterior Window on Temperature Distribution and Thermal Comfort of Commercial Buildings with Radiant Floor Heating System Wei Cai1,a, Zhaohui Wu1,b and Junming Li2,c 1School of Civil Engineering and Architecture, Ningbo University of Technology, China, 315016 2Department of Thermal Engineering, Tsinghua University, Beijing, China, 100084 azlcaiwei@sina.com, bwzh-lyf@163.com, clijm@mail.tsinghua.edu.cn Keywords: Thermal Comfort; Radiant Floor Heating; Exterior Window; Numerical Simulation.
Human thermal comfort is defined by American Society of Heating, Refrigerating and Air-conditioning Engineers (ASHRAE) as the state of mind that expresses satisfaction with the surrounding environment.
Maintaining thermal comfort for occupants of buildings or other enclosures is one of the important goals of heating, ventilation, and air conditioning (HVAC) design engineers.

Research on Influence Mechanism Analysis of Poisson Ratio in Soil-Stone Mixture Yuhui Zhang1,a, Qiang Zhu2,b 1School of Airport, Civil Aviation University of China, Tianjin 300300, China 2Tianjin Binhai International Airport a56249005@qq.com, b13595942@qq.com Keywords: soil-stone mixture, poisson ratio, volume expansion ration, large vibration compaction.
Introduction With the great development of infrastructure in Western China, the soil-stone mixture material was used more and more widely in high-filled foundation engineering.
References [1] Feng Shi, Yanjun Sun: Engineering Geology Computer Application.
Vol. 34(2010), p. 73 [3] Mingjie Zhao: Journal of Hydraulic Engineering.
Vol. 25(2008), p. 32 [5] Yuhui Zhang, Xianmin Zhang, Guoyong Chen: Chinese Journal of Geotechnical Engineering.

Predicting of Permeability Coefficient for Compacted Clay Dongqin Ran1, a, Jiru Zhang2, b 1,2School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China arandongqin1988@126.com, bzhangjr@whut.edu.cn Keywords: compacted clay, permeability coefficient, Transient Water Release and Imbitions Method, analytical method.
Introduction The attention of people is brought to the research of unsaturated soil as it's often encountered in engineering.
The soil samples are old clay, coming from a foundamental engineering located in Wuhan.
Journal of Irrigation and Drainage Engineering, 1968, 94(1): 57-71