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Deformation analysis of shape memory polymer for morphing wing skin under airflow
Weilong YIN, Jingcang LIU, Jinsong LENG,
《机械工程前沿(英文)》 2009年 第4卷 第4期 页码 447-449 doi: 10.1007/s11465-009-0062-5
关键词: aircraft morphing skin shape memory polymer (SMP) deformation pre-strain
Dynamic modeling and coupling characteristics of rotating inclined beams with twisted-shape sections
Jin ZENG, Chenguang ZHAO, Hui MA, Bangchun WEN
《机械工程前沿(英文)》 2020年 第15卷 第3期 页码 374-389 doi: 10.1007/s11465-019-0580-8
关键词: elastic-support boundary pre-twisted beam semi-analytic method modal strain energy ratio torsional vibration
Concepts and implementation of strain-based criteria in design codes for steel structures
Reidar BJORHOVDE
《结构与土木工程前沿(英文)》 2012年 第6卷 第3期 页码 210-216 doi: 10.1007/s11709-012-0165-7
关键词: steel stress-strain characteristics tension test strain design actual behavior improved design codes
Siu-Lai CHAN, Yaopeng LIU, Andy LEE,
《结构与土木工程前沿(英文)》 2010年 第4卷 第3期 页码 376-382 doi: 10.1007/s11709-010-0086-2
关键词: tension system glass wall nonlinear analysis pre-tensioning second-order analysis
A pre-compensation method of the systematic contouring error for repetitive command paths
D. L. ZHANG,Y. H. CHEN,Y. P. CHEN
《机械工程前沿(英文)》 2015年 第10卷 第4期 页码 367-372 doi: 10.1007/s11465-015-0367-5
For a repetitive command path, pre-compensating the contouring error by modifying the command path is practical. To obtain the pre-compensation value with better accuracy, this paper proposes the use of a back propagation neural network to extract the function of systematic contouring errors. Furthermore, by using the extracted function, the contouring error can be easily pre-compensated. The experiment results verify that the proposed compensation method can effectively reduce contouring errors.
关键词: contouring error pre-compensation motion control system back propagation (BP) neural network
《结构与土木工程前沿(英文)》 2023年 第17卷 第3期 页码 411-428 doi: 10.1007/s11709-023-0928-3
关键词: pre-stressed concrete sleeper ultrahigh performance fiber-reinforced concrete pull-out test static bending test steel fiber aspect ratio volume fraction
Investigation into viability of using two-stage (pre-placed aggregate) concrete in Irish setting
John O’MALLEY, Hakim S. ABDELGADER,
《结构与土木工程前沿(英文)》 2010年 第4卷 第1期 页码 127-132 doi: 10.1007/s11709-010-0007-4
Full-field dynamic strain reconstruction of an aero-engine blade from limited displacement responses
《机械工程前沿(英文)》 2023年 第18卷 第1期 doi: 10.1007/s11465-022-0731-1
关键词: aero-engine blade displacement response dynamic strain reconstruction mode shape strain gauge
Weihua Zhao, Meixiang Wang, Jianwei Li, Yu Huang, Baikun Li, Cong Pan, Xiyao Li, Yongzhen Peng
《环境科学与工程前沿(英文)》 2018年 第12卷 第5期 doi: 10.1007/s11783-018-1084-1
A novel two sludge pre-A2NSBR system was developed. Advanced N and P removal was optimized to treat real domestic wastewater. Nitrifiers and PAOs were enriched with 19.41% and 26.48%, respectively. Acetate was demonstrated as the high-quality carbon source type.
关键词: Denitrifying phosphorus removal C/N ratio Nitrate recycling Carbon source type Biological nutrient removal Pre-A2NSBR system
Ali Fadhil NASER, Zonglin WANG
《结构与土木工程前沿(英文)》 2013年 第7卷 第2期 页码 164-177 doi: 10.1007/s11709-013-0196-8
关键词: structural performance steel plates external pre-stressing cracks grouting method static
Techno-economic comparison of three technologies for pre-combustion CO
Simon Roussanaly, Monika Vitvarova, Rahul Anantharaman, David Berstad, Brede Hagen, Jana Jakobsen, Vaclav Novotny, Geir Skaugen
《化学科学与工程前沿(英文)》 2020年 第14卷 第3期 页码 436-452 doi: 10.1007/s11705-019-1870-8
关键词: carbon capture and storage (CCS) techno-economic comparison pre-combustion capture physical solvent low-temperature capture
Mohammed FARUQI, Oved I. MATA, Francisco AGUINIGA
《结构与土木工程前沿(英文)》 2018年 第12卷 第3期 页码 352-360 doi: 10.1007/s11709-017-0453-3
Concrete members historically have used either pre-stressed steel or steel bars. In recent years there has been an increased interest in the use of fiber reinforced polymer (FRP) materials. However, the flexure behavior of a hybrid system reinforced by the combination of pre-stressed steel and glass fiber reinforced (GFRP) is still relatively unknown. The purpose of this work is to study this. Two slabs of 100 and 150-millimeter thickness, with a span of 2.1 m reinforced with both pre-stressing steel and GFRP were constructed and tested to failure using ACI 318-11 and ACI 440.1R-15. The concrete had strength of 31 MPa and the slabs were respectively reinforced with 5#4 bars and 3#5 bars. Each slab had 37.41 mm2 prestressing wire with a failure stress of 1722.5 MPa. The experimental flexural strength and deflection of slabs were compared with their respective sizes theoretical slabs. The theoretical slabs were either reinforced with pre-stressed steel or GFRP rebars, or a hybrid system. It was found that the hybrid system produces better results.
Strain and process engineering toward continuous industrial fermentation
《化学科学与工程前沿(英文)》 2023年 第17卷 第10期 页码 1336-1353 doi: 10.1007/s11705-022-2284-6
关键词: continuous fermentation productivity contamination strain degeneration metabolic engineering
Behavior of steel fiber–reinforced high-strength concrete at medium strain rate
Chujie JIAO, Wei SUN, Shi HUAN, Guoping JIANG
《结构与土木工程前沿(英文)》 2009年 第3卷 第2期 页码 131-136 doi: 10.1007/s11709-009-0027-0
关键词: steel fiber–reinforced high-strength concrete (SFRHSC) high strain rates split Hopkinson press bar (SHPB) strain rate hardening effects
Amir ALLAHBAKHSHI,Masih ALLAHBAKHSHI
《机械工程前沿(英文)》 2015年 第10卷 第2期 页码 187-197 doi: 10.1007/s11465-015-0339-9
In this paper, for the first time, the modified strain gradient theory is used as a new size-dependent Kirchhoff micro-plate model to study the effect of interlayer van der Waals (vdW) force for the vibration analysis of multilayered graphene sheets (MLGSs). The model contains three material length scale parameters, which may effectively capture the size effect. The model can also degenerate into the modified couple stress plate model or the classical plate model, if two or all of the material length scale parameters are taken to be zero. After obtaining the governing equations based on modified strain gradient theory via principle of minimum potential energy, as only infinitesimal vibration is considered, the net pressure due to the vdW interaction is assumed to be linearly proportional to the deflection between two layers. To solve the governing equation subjected to the boundary conditions, the Fourier series is assumed for w=w(x, y). To show the accuracy of the formulations, present results in specific cases are compared with available results in literature and a good agreement can be seen. The results indicate that the present model can predict prominent natural frequency with the reduction of structural size, especially when the plate thickness is on the same order of the material length scale parameter.
关键词: graphene van der Waals (vdW) force modi- fied strain gradient elasticity theory size effect parameter
标题 作者 时间 类型 操作
Deformation analysis of shape memory polymer for morphing wing skin under airflow
Weilong YIN, Jingcang LIU, Jinsong LENG,
期刊论文
Dynamic modeling and coupling characteristics of rotating inclined beams with twisted-shape sections
Jin ZENG, Chenguang ZHAO, Hui MA, Bangchun WEN
期刊论文
Concepts and implementation of strain-based criteria in design codes for steel structures
Reidar BJORHOVDE
期刊论文
Nonlinear analysis of pre-tensioned glass wall facade by stability function with initial imperfection
Siu-Lai CHAN, Yaopeng LIU, Andy LEE,
期刊论文
A pre-compensation method of the systematic contouring error for repetitive command paths
D. L. ZHANG,Y. H. CHEN,Y. P. CHEN
期刊论文
Experimental and parametrical investigation of pre-stressed ultrahigh-performance fiber-reinforced concrete
期刊论文
Investigation into viability of using two-stage (pre-placed aggregate) concrete in Irish setting
John O’MALLEY, Hakim S. ABDELGADER,
期刊论文
Full-field dynamic strain reconstruction of an aero-engine blade from limited displacement responses
期刊论文
Optimization of denitrifying phosphorus removal in a pre-denitrification anaerobic/anoxic/post-aeration+ nitrification sequence batch reactor (pre-A
Weihua Zhao, Meixiang Wang, Jianwei Li, Yu Huang, Baikun Li, Cong Pan, Xiyao Li, Yongzhen Peng
期刊论文
Evaluation of the static and dynamic structural performance of segmental pre-stressed concrete box girder
Ali Fadhil NASER, Zonglin WANG
期刊论文
Techno-economic comparison of three technologies for pre-combustion CO
Simon Roussanaly, Monika Vitvarova, Rahul Anantharaman, David Berstad, Brede Hagen, Jana Jakobsen, Vaclav Novotny, Geir Skaugen
期刊论文
Hybrid flexural components: Testing pre-stressed steel and GFRP bars together as reinforcement for flexural
Mohammed FARUQI, Oved I. MATA, Francisco AGUINIGA
期刊论文
Behavior of steel fiber–reinforced high-strength concrete at medium strain rate
Chujie JIAO, Wei SUN, Shi HUAN, Guoping JIANG
期刊论文