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Dawood, A.K.M Mohiuddin Department of Mechanical Engineering, International Islamic University Malaysia Keywords: Clinch process; Mechanical joining; FEM; Sheet metal; Optimization Abstract.
Spisak, Archives of Civil and Mechanical Engineering, 2011. 11(1): p. 135-148

Study on the Toughness Performance of Polypropylene Fiber and SBR Polymer Latex Modified Cement Mortar XU Fang1, a , ZHOU Mingkai1, b, SHEN Weiguo1, c, LI Beixing 1, d 1 Key Laboratory for Silicate Material Science and Engineering of Ministry of Education, Wuhan University of Technology, Wuhan 430070, China a xufang2001@163.com, b zhoumingkai@sina.com, cshenwg@sohu.com, d libx@126.com Key words: cement mortar; polypropylene fiber; SBR polymer latex; flexural toughness Abstract: In this paper, polypropylene fiber and SBR polymer latex are added into cement mortar to improve the toughness.
[3] JSCE-SF4,Method of test for flexural strength and flexural toughness of steel fiber reinforced concrete, Concrete Library of JSCE, Japan Society of Civil Engineering, 1984,(3): 58~61 [4] ASTM C1018-89, Standard test method for flexural toughness and first crack strength of fiber reinforced concrete,1991 Book of ASTM Standard, Part 04.02, ASTM, Philadelphia:507~513 [5] Standard of CECS89:13, Test method of Steel fiber reinforced concrete.

The Impact of Surface Tension on the Oil-Water Stratified Flow Daozhen Xu1,a , Guozhong Zhang1,b and Xin Zhang1 1School of storage and transportation of oil and gas and civil engineering China University of Petroleum The city of Qingdao, China adaozhenxu@163.com, bgzzhang@upc.edu.cn Keywords: surface tension, interface curvature, pressure gradient Abstract.
It is meaningful to work out the impact of the surface tension on the oil—water two—phase flow for the chemistry engineering and petroleum industry.

Study on the Arc-Cable Supported Long Span Spatial Structure of Erdos Dong-Sheng Stadium Zaigen MU1, Jian XIAO1, Yinlan SHEN1 and Zhong FAN2 1Department of Civil Engineering, University of Science and Technology Beijing, Beijing 100083, China 2China Architecture Design & Research Group, Beijing 100044, China e-mail: zgmu@ces.ustb.edu.cn Keywords— rational arc axis; types of arc axis; arc moment Abstract.
Journal of Wuhan university of technology(Transportation science & Engineer-ing), 2001, 25(1):101-10 Fig. 1 The stadium blueprint Fig. 2 XZ plane view circle arch axis quadratic parabola arch axis 8 parabolic arch axis triangular arch axis Fig. 3 Distribution of bending moment Moment distribution under open-roof Moment distribution under closed-roof Fig. 4 The moment distribution of " the arc axis with open-roof " as basic arc axis Moment distribution under closed-roof Moment distribution under open-roof Fig. 5 The moment distribution under " the arc axis with closed-roof " as basic arc axis Moment distribution under envelop forced Moment distribution under close-roof Moment distribution under open-roof Fig. 6 The moment distribution of " the arc axis of envelop forces" as basic arc axis Moment distribution under the mean arc-moment of open and close roof Moment distribution under closed-roof Moment distribution under open-roof Fig. 7 The moment distribution

Reinforcement Technology of Space Grid Structure for Reconstruction of Shandong Qufu Xingtan Theater Lianfen Weng1, a, Ming Gong2,b, Zhenhua Liu1,c and Xiaobei Wang1,d 1College of Civil Engineering, Shandong University, Jinan 250061, China 2Zhejiang GOA Architect Design Co.
References [1] JGJ 7-91, Specification for design and construction of trussed structure (in Chinese) [2] CECS 77:96, Technical specification for strengthening steel structures (in Chinese) [3] Zhang Dehai, Nan bo and Shu Zheng: Journal of Shenyang Jianzhu University (Natural Science) Vol.26 (2010), p.62 (in Chinese) [4] Zhao Haidong, Zhao Ming and Zhou Songye: Building Construction Vol.31 (2009), p.349 (in Chinese) [5] Wu Helin, Yang Jinhua and Chen Zhu: Architectural and Structural Design (2008), p.15 (in Chinese) [6] Lu Yiyan, Chen Li, Gao Zuoping, Fan Zhenzhong and Wu Fan: Industrial Construction Vol.34 (2004), p.83 (in Chinese) [7] Lu Yiyan, Liu Lan, Chen Li and Zhang Haojun: Engineering Journal of Wuhan University Vol.38 (2005), p.112 (in Chinese) [8] GB50017-2003, Code for design of steel structures (in Chinese)

Seismic Experiments for Multi-ribbed Sandwich Insulation Composite Wallboard Yafeng Yue1,2,a Wei Huang1, b Dong Zhao1,c 1School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, 710055, P.R.
Journal of Structure Engineering, 2004, 115(9):2204-2225.

The Research on the Stress Concentration Factor of T-Joints Subjected to Axial load Jia Zhang 1, a, Shuying Qu 1, b, Guodong Zhang 2, c and Hao Liu 1, d 1Department of Civil Engineering, Yantai University, Yantai, Shandong 264005, China 2Yantai CIMC Raffles Offshore Limited, China azhangjia.lily0535@yahoo.com.cn, b qsy_qu@163.com, czgd-dog@163.com, dliuhao0603@yahoo.com.cn Key Words: Tubular T-Joint; Stress Concentration Factor; Weld Modeling; Geometric Parameter; SCF Distribution Equation Abstract.
(4) The parametric equations presented by this paper have relatively high precision and these parametric equations will be applicable in practical engineering.

Research on Compression Failure and Size Effect in High Strength Eccentric Reinforced Concrete Column Mabang (Cedrick Mbang Matamb), Du xiuli, Zhang jianwei China, Beijing University of Technology, college of architecture and Civil Engineering, Beijing 100124 cedmbangu@yahoo.fr, duxiuli@bjut.edu.cn, zhangjw@bjut.edu.cn Keywords: Reinforced concrete failure characteristics; Eccentric compression; size effect experiment research.
Journal of Structural Engineering, 2004, 130 (4): 662-670

Simulation And Analysis For Environment Vibration Induced By Urban Rail Transit With Ground Line He Nian Zhang1, Qi Yun Sun2, Guang Jun Sun3 1School of Architecture, Southeast University, Nanjing 210096, China 2College of Transportation Science & Engineering, Nanjing University of Technology, 210009, China 3College of Civil Engineering, Nanjing University of Technology, 210009, China 1zhanghn_001@163.com Keywords: Urban rail transit; Ground line; Environment vibration; Simulation; Analysis Abstract: The environment vibration induced by urban rail transit becomes one of the severe environmental hazards and attracted great attention for researcher at home and abroad.

In-situ test of cohesive strength on the interface zone between mortar and aggregate in concrete Xiao-ling Liua, Ting Lei, Chaowu Pei and YongYaob School of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, Sichuan, China aliuxl-swjtu@163.com, byy001221@163.com Keywords: interfacial transition zone; cohesive strength; in-situ test Abstract.
Scientific and Technological Innovation Herald Engineering No.20 (2009): p.60