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Crack detection for wading-concrete structures using water irrigation and electric heating
《结构与土木工程前沿(英文)》 2023年 第17卷 第3期 页码 368-377 doi: 10.1007/s11709-022-0926-x
关键词: structural health monitoring underwater concrete structure fiber Bragg grating crack detection temperature tracer method
Fast detection algorithm for cracks on tunnel linings based on deep semantic segmentation
《结构与土木工程前沿(英文)》 2023年 第17卷 第5期 页码 732-744 doi: 10.1007/s11709-023-0965-y
关键词: tunnel engineering crack segmentation fast detection DeepLabv3+ feature fusion attention mechanism
Amin GHANNADIASL; Saeedeh GHAEMIFARD
《结构与土木工程前沿(英文)》 2022年 第16卷 第9期 页码 1127-1140 doi: 10.1007/s11709-022-0838-9
关键词: crack cantilever beam triple hybrid algorithms Particle Swarm Optimization
基于频域深度学习的混凝土桥面裂缝实时检测 Article
Qianyun Zhang,Kaveh Barri,Saeed K. Babanajad,Amir H. Alavi
《工程(英文)》 2021年 第7卷 第12期 页码 1786-1796 doi: 10.1016/j.eng.2020.07.026
本文提出了一种基于视觉的混凝土桥面裂缝检测方法,该检测方法将一维卷积神经网络(1D-CNN)与长短期记忆(LSTM)方法集成在图像频域。1D-CNN-LSTM算法经过了数千张开裂以及非开裂的混凝土桥面图像的训练。为了提高训练效率,在预处理阶段,图像首先会被转换到频域,然后使用扁平化的频率数据对算法进行校准。LSTM则被用来提高针对长序列数据开发的网络的性能。所开发模型的训练、验证与测试数据的准确率分别为99.05%、98.9%和99.25%。随后,本文进一步提出了一个运行框架,以便在未来将经过训练的模型应用于大尺寸图像。与现有的深度学习方法相比,本文所提出的1D-CNN-LSTM算法在准确度与计算时间等方面均有卓越的表现。可以预见,1D-CNN-LSTM算法的快速运行使其在实时裂缝检测领域必将大有可为。
A. SHAFIEI
《结构与土木工程前沿(英文)》 2018年 第12卷 第4期 页码 527-535 doi: 10.1007/s11709-018-0450-1
关键词: peridynamics inclined crack dynamic fracture crack branching
Peridynamics versus XFEM: a comparative study for quasi-static crack problems
Jinhai ZHAO, Hesheng TANG, Songtao XUE
《结构与土木工程前沿(英文)》 2018年 第12卷 第4期 页码 548-557 doi: 10.1007/s11709-017-0434-6
关键词: XFEM peridynamic bilateral crack parallel double cracks nonlocal theory
Correlation between tension softening relation and crack extension resistance in concrete
Xiufang ZHANG , Shilang XU ,
《结构与土木工程前沿(英文)》 2009年 第3卷 第3期 页码 323-329 doi: 10.1007/s11709-009-0041-2
关键词: concrete fracture process zone crack extension GR resistance tension softening curve
Fracture resistance on aggregate bridging crack in concrete
ZHANG Xiufang, XU Shilang
《结构与土木工程前沿(英文)》 2007年 第1卷 第1期 页码 63-70 doi: 10.1007/s11709-007-0006-2
Stability and dynamics of rotor system with 45° slant crack on shaft
Yanli LIN, Xiaohui SI, Fulei CHU
《机械工程前沿(英文)》 2011年 第6卷 第2期 页码 203-213 doi: 10.1007/s11465-011-0131-4
Crack on a shaft is one of the common damages in a rotor system. In this paper, transverse vibrations are calculated to compare the influences of transverse crack and slant crack on the rotor system. Results show that the vibration amplitude of the rotor system with a 45° slant crack on the shaft is larger than that with a transverse crack when the two types of crack have the same depth and the rotor system runs in the same condition. Stability and dynamic characteristics of the rotor system with a 45° slant crack on the shaft under torsional excitation are analyzed by considering opening and closing of the crack. It is shown that the instability of the transverse vibration of the rotor system increases with increasing difference between the bending stiffness in two main directions, and the vibration is stable when the two bending stiffness are identical. The spectrum analysis of the steady-state response reveals that the gravity and the eccentricity produce different frequency components, and when the two bending stiffness are identical, the multiple frequency components of the torsional excitation disappear. Further investigation shows that the vibration amplitudes in combined frequencies increase rapidly in transversal, torsional, and axial vibration with increasing slant crack depth. The results are helpful for the understanding the dynamic behavior of a rotor system with a slant crack on a shaft and can be used for the detection of the slant crack on a shaft.
关键词: rotor dynamics slant crack stability torsional excitation open and close
Study on the cohesion and adhesion of hot-poured crack sealants
Meng GUO, Yiqiu TAN, Xuesong DU, Zhaofeng LV
《结构与土木工程前沿(英文)》 2017年 第11卷 第3期 页码 353-359 doi: 10.1007/s11709-017-0400-3
关键词: crack sealant concrete pavement cohesion adhesion moisture damage
Mahdi AREZOUMANDI
《结构与土木工程前沿(英文)》 2015年 第9卷 第1期 页码 91-103 doi: 10.1007/s11709-015-0274-1
关键词: bridge deck crack fiber shrinkage shrinkage reducing admixture
Concurrent fatigue crack growth simulation using extended finite element method
Zizi LU, Yongming LIU,
《结构与土木工程前沿(英文)》 2010年 第4卷 第3期 页码 339-347 doi: 10.1007/s11709-010-0078-2
关键词: small time scale model extended finite element method (X-FEM) crack growth multiaxial
Jorge Alberto Rodriguez DURAN,Ronney Mancebo BOLOY,Rafael Raider LEONI
《机械工程前沿(英文)》 2015年 第10卷 第3期 页码 255-262 doi: 10.1007/s11465-015-0342-1
The well-known fatigue crack growth (FCG) curves are two-parameter dependents. The range of the stress intensity factor ?K and the load ratio R are the parameters normally used for describing these curves. For engineering purposes, the mathematical representation of these curves should be integrated between the initial and final crack sizes in order to obtain the safety factors for stresses and life. First of all, it is necessary to reduce the dependence of the FCG curves to only one parameter. ?K is almost always selected and, in these conditions, considered as the crack driving force. Using experimental data from literature, the present paper shows how to perform multiple regression analyses using the traditional Walker approach and the more recent unified approach. The correlations so obtained are graphically analyzed in three dimensions. Numerical examples of crack growth analysis for cracks growing under nominal stresses of constant amplitude in smooth and notched geometries are performed, assuming an identical material component as that of the available experimental data. The resulting curves of crack size versus number of cycles (a vs. N) are then compared. The two models give approximately the same (a vs. N) curves in both geometries. Differences between the behaviors of the (avs. N) curves in smooth and notched geometries are highlighted, and the reasons for these particular behaviors are discussed.
关键词: fatigue crack propagation modeling life prediction mean stress effects
Stress field near circular-arc interface crack tip based on electric saturation concept
Longchao DAI, Xinwei WANG
《机械工程前沿(英文)》 2009年 第4卷 第3期 页码 320-325 doi: 10.1007/s11465-009-0042-9
关键词: piezoelectric material arc crack strip saturation stress intensity factor
Crack propagation with different radius local random damage based on peridynamic theory
《结构与土木工程前沿(英文)》 2021年 第15卷 第5期 页码 1238-1248 doi: 10.1007/s11709-021-0695-y
标题 作者 时间 类型 操作
Crack detection of the cantilever beam using new triple hybrid algorithms based on Particle Swarm Optimization
Amin GHANNADIASL; Saeedeh GHAEMIFARD
期刊论文
Dynamic crack propagation in plates weakened by inclined cracks: an investigation based on peridynamics
A. SHAFIEI
期刊论文
Peridynamics versus XFEM: a comparative study for quasi-static crack problems
Jinhai ZHAO, Hesheng TANG, Songtao XUE
期刊论文
Correlation between tension softening relation and crack extension resistance in concrete
Xiufang ZHANG , Shilang XU ,
期刊论文
Stability and dynamics of rotor system with 45° slant crack on shaft
Yanli LIN, Xiaohui SI, Fulei CHU
期刊论文
Study on the cohesion and adhesion of hot-poured crack sealants
Meng GUO, Yiqiu TAN, Xuesong DU, Zhaofeng LV
期刊论文
Feasibility of crack free reinforced concrete bridge deck from materials composition perspective: a state
Mahdi AREZOUMANDI
期刊论文
Concurrent fatigue crack growth simulation using extended finite element method
Zizi LU, Yongming LIU,
期刊论文
Some remarks on the engineering application of the fatigue crack growth approach under nonzero mean loads
Jorge Alberto Rodriguez DURAN,Ronney Mancebo BOLOY,Rafael Raider LEONI
期刊论文
Stress field near circular-arc interface crack tip based on electric saturation concept
Longchao DAI, Xinwei WANG
期刊论文