Sort by:
Publication Type:
Open access:
Publication Date:
Periodicals:
Search results
Online since: April 2011
Authors: Wei Ming Zhang, Tian Hua Jiang, Jing Rong Peng
Detection and Reinforce of a Reinforced Concrete Box Culvert Suffered a Conflagration
Tianhua Jiang1, a, Jingrong Peng1, band Weiming Zhang2, c
1College of Urban Construction, Wuhan University of Science and Technology 199 Xiongchu Avenue, Wuhan, Hubei, 430070, China
2China Highway Engineering Consulting Group Co., Ltd., wuhan 430056
awustjth@sohu.com, bpjrgreen6@163.com, czhangwm1986@163.com
Keywords: box culvert; conflagration; detection; reinforcement.
Reinforcing Programs Firstly, we use Midas Civil to analyze the structure.
[2] Shuren Zhang: The civil engineering structures of the inspection statement and reinforce; the new progress and transformation of some engineering example(China Building Material Industry Publishing House, Beijing 2006)
[4] Zepeng Fang: soie engineering and foundation,Vol. 16(2002), p.76
Reinforcing Programs Firstly, we use Midas Civil to analyze the structure.
[2] Shuren Zhang: The civil engineering structures of the inspection statement and reinforce; the new progress and transformation of some engineering example(China Building Material Industry Publishing House, Beijing 2006)
[4] Zepeng Fang: soie engineering and foundation,Vol. 16(2002), p.76
Online since: September 2007
Authors: Y.B. Chen, J.G. Han, D.Q. Yang
YANG
c
Department of Civil Engineering, Hainan University, Haikou 570228, China
a
sup1224@sina.com, bhanjg@hainu.edu.cn, chnuyang@126.com
Keywords: Wavelet; Modal parameter identification; Damage; Wavelet spectrum.
In the dynamic identification of engineering structures, input signals are unknown and modal parameter identification procedure is therefore based on output-only measurement signals.
The following simulated example will demonstrate how to identify the modal parameters of a civil engineering structure through the output-only data by the proposed wavelet-based spectrum density.
The proposed wavelet-based identification technique indicates the promising in the estimation modal parameters of the practical engineering structures.
In the dynamic identification of engineering structures, input signals are unknown and modal parameter identification procedure is therefore based on output-only measurement signals.
The following simulated example will demonstrate how to identify the modal parameters of a civil engineering structure through the output-only data by the proposed wavelet-based spectrum density.
The proposed wavelet-based identification technique indicates the promising in the estimation modal parameters of the practical engineering structures.
Online since: November 2010
Authors: Guang Ping Zou, Bao Jun Liu, Jie Lu
Experimental investigation of damage characteristics in steel
honeycomb sandwich beams
Jie Lu1, a, Guang-ping Zoub
, Bao-jun Liuc
1
Centre for Mechanics Testing, College of Aerospace and Civil Engineering, Harbin Engineering
University, Harbin, 150001, P.R.China
1,a
lujie@hrbeu.edu.cn, bgpzou@hotmail.com, clockelord@live.cn
Keywords: Acoustic emission, steel honeycomb sandwich beams, damage characteristics,
nondestructive detection evaluation
Abstract.
Introduction Due to advantages of light weight, design flexibility, high stiffness and strength, etc, honeycomb sandwich structures are attractive structural components and are therefore widely used in aviation, space, and civil engineering.
Therefore AE technique is widely used in various engineering applications [3,4].
Introduction Due to advantages of light weight, design flexibility, high stiffness and strength, etc, honeycomb sandwich structures are attractive structural components and are therefore widely used in aviation, space, and civil engineering.
Therefore AE technique is widely used in various engineering applications [3,4].
Online since: November 2012
Authors: Hong Yan Ding, Pu Yang Zhang, Chao He
Study on Failure Criterion and Yield Criterion of Early-age C20
Hongyan Ding 1, 2, 3, a, Chao He 1, b and Puyang Zhang 1, 3, c
1School of Civil Engineering, Tianjin University, Tianjin 300072, China
2 State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin 300072, China
3 Key Laboratory of Coast Civil Structure Safety, Ministry of Education, Tianjin University, Tianjin 300072, China
adhy_td@163.com, bhechao2049@126.com, czpy_td@163.com
Keywords: Early-age C20 concrete; Biaxial stress state; Failure criterion; Yield criterion; Octahedral stress space Introduction
Abstract.
Tianjin university architecture engineering institute, 2009 (In Chinese) [4] Choi, S., Cha, S.W.
China Ocean Engineering, 1996, 10(2):239-244.
Tianjin university architecture engineering institute, 2009 (In Chinese) [4] Choi, S., Cha, S.W.
China Ocean Engineering, 1996, 10(2):239-244.
Online since: May 2011
Authors: Bao Lin Xiong, Chun Jiao Lu, Jin Song Tang
Complex Slope Stability Analysis of Slip Surface Stress Method Based on Nader Hypoplastic Model
Baolin Xiong 1,a, Jingsong Tang 2,b, Chunjiao Lu 3,c
1 Department of Civil Engineering, Shijiazhuang Railway University, Shijiazhuang 050043, China
2 Department of Civil Engineering, Shijiazhuang Railway University, Shijiazhuang 050043, China
3 Department of Architecture and Art Design, Shijiazhuang Railway University, Shijiazhuang 050043, China
a xiongbao77@163.com, b tangjssjz@163.com, cruyan1978@126.com
Keywords: Nader hypoplastic model; factor of safety; complex slope; slip surface stress method
Abstract: Hypoplaticity and Nader hypoplastic model are introduced.
Stability of slope is the important research task in geotechnical engineering.
Engineering Mechanics, ASCE, 1986,112(9): 966-987
Stability of slope is the important research task in geotechnical engineering.
Engineering Mechanics, ASCE, 1986,112(9): 966-987
Online since: July 2011
Authors: Chong Jin, Hong Wang, Xiao Zhou Xia
A Useful Curve Fitting Method for Concrete Uniaxial
Compressive Experiment Data
Jin Chong1, a, Wang Hong2, b, Xia Xiao-zhou1, c
1College of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China
2College of Science & Engineering, the Key Laboratory of Disaster forecast and Control in Engineering, Ministry of Education of China, Jinan University, Guangzhou 510632, China;
ajc433@163.com, bWanghong.cn@163.com, cxiaxiaozhou@163.com
Keywords: Legendre orthogonal polynomial; least-square method; stress-strain relationship; curve fitting
Abstract.
Journal of Nanjing architectural and civil engineering institute, 1995(4): 1~7
Journal of Nanjing architectural and civil engineering institute, 1995(4): 1~7
Online since: September 2013
Authors: Li Xiong Gu, Zhi Fang Liu, Zhong Yong Xu
A dynamical coefficient mechanics model for fatigue crack growth under variable amplitude loading
Lixiong Gu 1,a, Zhifang Liu 1,b, Zhongyong Xu 1,c
1,2,3School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, P.R.
[4] Wanhill R.J.H., Microstructural Influences on Fatigue and Fracture Resistance in High Strength Structural Materials, Engineering Fractrue Mechanics, Vol. 10: 337-357(1978)
[8] Zhifang Liu, Zhonyong Xu, Lixiong Gu, A novel mechanics model for fatigue crack growth under constant amplitude loading, The 11th International Symposium on Structure Engineering, V1:886-890 (2010)
Advanced Materials Research, Advances in Civil Engineering and Architecture, 243-249:5458-5464(2011)
[4] Wanhill R.J.H., Microstructural Influences on Fatigue and Fracture Resistance in High Strength Structural Materials, Engineering Fractrue Mechanics, Vol. 10: 337-357(1978)
[8] Zhifang Liu, Zhonyong Xu, Lixiong Gu, A novel mechanics model for fatigue crack growth under constant amplitude loading, The 11th International Symposium on Structure Engineering, V1:886-890 (2010)
Advanced Materials Research, Advances in Civil Engineering and Architecture, 243-249:5458-5464(2011)
Online since: April 2014
Authors: Qiao Ling Liu, Yu Qing Hu, Xu Zhang
The study on workability and mechanical properties of high volume fly ash underwater concrete
Xu Zhang1,a, Qiaoling Liu2,b, Yuqing Hu1
1 School of Civil Engineering, Shandong Jiaotong University, Jinan250023, PR China
2 School of Civil Engineering, Shandong Jianzhu University, Jinan 250101,PRChina
azhtmh339@126.com, blql263@163.com
Key words: Concrete, underwater, fly ash , workability, mechanical proerty
Abstract In this paper, in order to resolve contradiction that is between high workability and anti-segregation in fresh concrete, low early strength and poor carbonation resistance property of concrete and high volume fly ash addition, high performance water reducer is used to reduce yield stress in fresh concrete, mineral mixture and flocculating agent are used to adjust viscosity and measure of activation enhances early strength of this concrete.
▪ Selecting the ludox which have good adaptability to improve the early activity of the active mineral admixture, adjusting the distribution of mineral potential chemical energy of hydration in time, it will greatly facilitate the application of high-volume fly ash concrete in engineering applications.
Experimental research on compatibility between underwater anti-washout admixture and superplasticizer, Key Engineering Materials, v 477, p 190-199, 2011.
▪ Selecting the ludox which have good adaptability to improve the early activity of the active mineral admixture, adjusting the distribution of mineral potential chemical energy of hydration in time, it will greatly facilitate the application of high-volume fly ash concrete in engineering applications.
Experimental research on compatibility between underwater anti-washout admixture and superplasticizer, Key Engineering Materials, v 477, p 190-199, 2011.
Online since: April 2015
Authors: Petra Macháňová, Iveta Nováková
Ultrasound Measurements for the Detection of Disintegration of Concrete Slabs Exposed to Fire
Iveta Nováková1, a, Petra Macháňová2,b
1Brno University of Technology, Faculty of Civil Engineering, Veveri 95, Brno, Czech Republic
2Brno University of Technology, Faculty of Civil Engineering, Veveri 95, Brno, Czech Republic
anovakova.i@fce.vutbr.cz, bmachanova.p@fce.vutbr.cz
Keywords: Ultrasound velocity, high temperatures, ISO 834, thermal treatment, failure of internal structure, explosive spalling, Basalt, light weight aggregates concrete
Abstract.
Procedia Engineering. 2013, vol. 65, s. 260-265.
Key Engineering Materials. 2004, 270-273, s. 1562-1567.
Procedia Engineering. 2013, vol. 65, s. 260-265.
Key Engineering Materials. 2004, 270-273, s. 1562-1567.
Online since: December 2010
Authors: Jian Jun Wu, Zhi Dong Duan
Gapping Factor Analysis of Heavy Hydraulic Press with Whole Pre-tightening Assembled Frame
Zhidong Duan1,2,a, jianjun Wu2,b
1College of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, China
2School of Civil Engineering and Mechanics, Lanzhou University, Lanzhou, China
aduan_zhidong@163.com , bwujjun@lzu.edu.cn
Keywords: hydraulic press, pretightening force, gap, finite element analysis, assembled frame.
Journal of Plasticity Engineering (in Chinese), 2006, 13(2): 110-113
Mechanical Science and Technology for Aerospace Engineering(in chinese). 2009,170(4): 450-454.
Journal of Plasticity Engineering (in Chinese), 2006, 13(2): 110-113
Mechanical Science and Technology for Aerospace Engineering(in chinese). 2009,170(4): 450-454.