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Raman Back-scattering study of Damaged and Strain Subsurface Layers in GaAs Wafers 被引量:1
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作者 张峰翊 屠海令 +3 位作者 钱嘉裕 王永鸿 宋萍 王敬 《Rare Metals》 SCIE EI CAS CSCD 2000年第3期179-182,共6页
The damaged and strain subsurface layers of semi insulating(SI) GaAs substrate were characterized non destructively by Raman back scattering.The study shows that the thicknesses of the damaged and strain layers are... The damaged and strain subsurface layers of semi insulating(SI) GaAs substrate were characterized non destructively by Raman back scattering.The study shows that the thicknesses of the damaged and strain layers are less than 3μm.The damaged and strain layer can be removed after being etched in H 2SO 4·H 2O 2·H 2O for 1.5 min. 展开更多
关键词 damaged and strain layers Raman back SCATTERING GaAs wafer
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Assessment of structural damage using natural frequency changes 被引量:4
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作者 Shu-Qing Wang Hua-Jun Li 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2012年第1期118-127,共10页
The present paper develops a new method for damage localization and severity estimation based on the employment of modal strain energy. This method is able to determine the damage locations and estimate their severiti... The present paper develops a new method for damage localization and severity estimation based on the employment of modal strain energy. This method is able to determine the damage locations and estimate their severities, requiring only the information about the changes of a few lower natural frequencies. First, a damage quantification method is formulated and iterative approach is adopted for determining the damage extent. Then a damage localization algorithm is proposed, in which a damage indicator is formulated where unity value corresponds to the true damage scenario. Finally, numerical studies and model tests are conducted to demonstrate the effectiveness of the developed algorithm. 展开更多
关键词 damage assessment damage detection strain energy - Modal analysis - Natural frequency
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A new method to predict fatigue crack growth rate of materials based on average cyclic plasticity strain damage accumulation 被引量:11
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作者 Chen Long Cai Lixun Yao Di 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2013年第1期130-135,共6页
By introducing a fatigue blunting factor, the cyclic elasto-plastic Hutchinson-Rice-Rosengren (HRR) field near the crack tip under the cyclic loading is modified. And, an average damage per loading-cycle in the cycl... By introducing a fatigue blunting factor, the cyclic elasto-plastic Hutchinson-Rice-Rosengren (HRR) field near the crack tip under the cyclic loading is modified. And, an average damage per loading-cycle in the cyclic plastic deformation region is defined due to Manson-Coffin law. Then, according to the linear damage accumulation theory-Miner law, a new model for predicting the fatigue crack growth (FCG) of the opening mode crack based on the low cycle fatigue (LCF) damage is set up. The step length of crack propagation is assumed to be the size of cyclic plastic zone. It is clear that every parameter of the new model has clearly physical meaning which does not need any human debugging. Based on the LCF test data, the FCG predictions given by the new model are consistent with the FCG test results of Cr2Ni2MoV and X12CrMoWVNbN 10-1-1. What's more, referring to the relative researches, the good predictability of the new model is also proved on six kinds of materials. 展开更多
关键词 Cyclic elasto-plastic HRR field Cyclic plasticity strain damage Fatigue crack growth Low cycle fatigue Miner linear damage accumulation
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Damage identification method of girder bridges based on finite element model updating and modal strain energy 被引量:12
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作者 NIU Jie ZONG Zhou Hong CHU Fu Peng 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2015年第4期701-711,共11页
A timely and accurate damage identification for bridge structures is essential to prevent sudden failures/collapses and other catastrophic accidents.Based on response surface model(RSM)updating and element modal strai... A timely and accurate damage identification for bridge structures is essential to prevent sudden failures/collapses and other catastrophic accidents.Based on response surface model(RSM)updating and element modal strain energy(EMSE)damage index,this paper proposes a novel damage identification method for girder bridge structures.The effectiveness of the proposed damage identification method is investigated using experiments on four simply supported steel beams.With Xiabaishi Bridge,a prestressed continuous rigid frame bridge with large span,as the engineering background,the proposed damage identification method is validated by using numerical simulation to generate different bearing damage scenarios.Finally,the efficiency of the method is justified by considering its application to identifying cracking damage for a real continuous beam bridge called Xinyihe Bridge.It is concluded that the EMSE damage index is sensitive to the cracking damage and the bearing damage.The locations and levels of multiple cracking damages and bearing damages can be also identified.The results illuminate a great potential of the proposed method in identifying damages of real bridge structures. 展开更多
关键词 damage identification response surface model finite element model updating element modal strain energy damage index girder bridge
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Damage characteristics and constitutive modeling of the 2D C/Si C composite: Part I – Experiment and analysis 被引量:10
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作者 Li Jun Jiao Guiqiong +2 位作者 Wang Bo Yang Chengpeng Wang Gang 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2014年第6期1586-1597,共12页
This paper reports an experimental investigation on the macroscopic mechanical behaviors and damage mechanisms of the plain-woven(2D) C/Si C composite under in-plane on- and offaxis loading conditions. Specimens wit... This paper reports an experimental investigation on the macroscopic mechanical behaviors and damage mechanisms of the plain-woven(2D) C/Si C composite under in-plane on- and offaxis loading conditions. Specimens with 15, 30, and 45 off-axis angles were prepared and tested under monotonic and incremental cyclic tension and compression loads. The obtained results were compared with those of uniaxial tension, compression, and shear specimens. The relationships between the damage modes and the stress state were analyzed based on scanning electronic microscopy(SEM) observations and acoustic emission(AE) data. The test results reveal the remarkable axial anisotropy and unilateral behavior of the material. The off-axis tension test results show that the material is fiber-dominant and the evolution rate of damage and inelastic strain is accelerated under the corresponding combined biaxial tension and shear loads. Due to the damage impediment effect of compression stress, compression specimens show higher mechanical properties and lower damage evolution rates than tension specimens with the same off-axis angle. Under cyclic tension–compression loadings, both on-axis and off-axis specimens exhibit progressive damage deactivation behaviors in the compression range, but with different deactivation rates. 展开更多
关键词 Ceramic matrix composites damage Inelastic strain Mechanical testing Strength
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