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In-situ Micro-CT analysis of deformation behavior in sandwich-structured meta-stable beta Ti−35Nb alloy
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作者 Yu-jing LIU Zi-lin ZHANG +4 位作者 Jin-cheng WANG Xiang WU Xiao-chun LIU Wei-ying HUANG Lai-chang ZHANG 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2024年第8期2552-2562,共11页
Beta Ti−35Nb sandwich-structured composites with various reinforcing layers were designed and produced using additive manufacturing(AM)to achieve a balance between light weight and high strength.The impact of reinforc... Beta Ti−35Nb sandwich-structured composites with various reinforcing layers were designed and produced using additive manufacturing(AM)to achieve a balance between light weight and high strength.The impact of reinforcing layers on the compressive deformation behavior of porous composites was investigated through micro-computed tomography(Micro-CT)and finite element method(FEM)analyses.The results indicate that the addition of reinforcement layers to sandwich structures can significantly enhance the compressive yield strength and energy absorption capacity of porous metal structures;Micro-CT in-situ observation shows that the strain of the porous structure without the reinforcing layer is concentrated in the middle region,while the strain of the porous structure with the reinforcing layer is uniformly distributed;FEM analysis reveals that the reinforcing layers can alter stress distribution and reduce stress concentration,thereby promoting uniform deformation of the porous structure.The addition of reinforcing layer increases the compressive yield strength of sandwich-structured composite materials by 124%under the condition of limited reduction of porosity,and the yield strength increases from 4.6 to 10.3 MPa. 展开更多
关键词 beta titanium alloy sandwich-structured composite in-situ micro-computed tomography finite element modeling compressive behavior
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基础梁板的各种地基的近似统一模型探讨 被引量:1
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作者 王多银 《重庆交通学院学报》 1995年第2期94-102,共9页
本文根据荷载在各种地基土中所产生的理论上的附加应力的分布和扩散规律,并结合实际工程中所出现的地基沉降现象,提出了用荷载传播角把各种地基用同一近似计算模型统一起来,以此计算各种地基上的基础梁板。
关键词 基础梁板 荷载 有限压层 地基 计算模型
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Finite element formulation of active constraining layer damping plate using laminate theory
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作者 邓年春 邹振祝 黄文虎 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2004年第4期351-355,共5页
A new finite element modeling method has been developed using laminate theory in a virtual work principle for active constraining layer damping plate. The frequency dependent modulus of viscoelastic material is descri... A new finite element modeling method has been developed using laminate theory in a virtual work principle for active constraining layer damping plate. The frequency dependent modulus of viscoelastic material is described by introducing a few dissipation coordinates, known as GHM (Golla-Hughes-McTavish) method, a standard linear system with constant coefficient. The effectiveness of this method is validated by experimental model. Compared with conventional methods, this method can reduce a number of degrees of freedom and improve accuracy, provides a good model for analogous configurations. 展开更多
关键词 active constraining layer damping VISCOELASTIC piezoelectric effect
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Dynamic modeling and H_∞ independent modal space vibration control of laminate plates 被引量:1
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作者 RONG Bao RUI XiaoTing +1 位作者 WANG GuoPing YANG FuFeng 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2011年第9期1638-1650,共13页
In this paper, combining the transfer matrix method and the finite element method, the modified finite element transfer matrix method is presented for high efficient dynamic modeling of laminated plates. Then, by cons... In this paper, combining the transfer matrix method and the finite element method, the modified finite element transfer matrix method is presented for high efficient dynamic modeling of laminated plates. Then, by constructing the modal filter and the disturbance force observer, and using the feedback and feedforward approaches, the H ∞ independent modal space control strategy is designed for active vibration control of laminate plates subjected to arbitrary, immeasurable disturbance forces. Compared with ordinary dynamic modeling and control methods of laminated plate structures, the proposed method has the low memory requirement, high computational efficiency and robust control performance. Formulations as well as some numerical examples are given to validate the method and the control performance. 展开更多
关键词 transfer matrix method finite element laminated plate active vibration control H~ control
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