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Nazim Abdul NARIMAN, Martin HUSEK, Ilham Ibrahim MOHAMMAD, Kaywan Othman AHMED, Diyako DILSHAD, Ibrahim KHIDR
《结构与土木工程前沿(英文)》 2021年 第15卷 第2期 页码 378-389 doi: 10.1007/s11709-021-0706-z
关键词: three-point flexure test softening stage flexural crack flexural strain
Flexural behavior of high-strength, steel-reinforced, and prestressed concrete beams
Qing JIANG, Hanqin WANG, Xun CHONG, Yulong FENG, Xianguo YE
《结构与土木工程前沿(英文)》 2021年 第15卷 第1期 页码 227-243 doi: 10.1007/s11709-020-0687-3
关键词: high-strength steel reinforcement high-strength concrete flexural behavior crack width
Uncertainty of concrete strength in shear and flexural behavior of beams using lattice modeling
《结构与土木工程前沿(英文)》 2023年 第17卷 第2期 页码 306-325 doi: 10.1007/s11709-022-0890-5
关键词: lattice modeling shear failure flexural failure uncertainty deficiency numerical simulation
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.
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
Hakan T TURKER
《结构与土木工程前沿(英文)》 2022年 第16卷 第8期 页码 1017-1028 doi: 10.1007/s11709-022-0871-8
关键词: testing apparatus & methods plain concrete tensile properties biaxial flexural strength triangular plate method
Yasser SHARIFI, Ali Akbar MAGHSOUDI
《结构与土木工程前沿(英文)》 2014年 第8卷 第1期 页码 46-56 doi: 10.1007/s11709-014-0237-y
关键词: high-strength concrete (HSC) members flexural behavior reinforced concrete experimental results ultimate moment
Effect of bond enhancement using carbon nanotubes on flexural behavior of RC beams strengthened with
《结构与土木工程前沿(英文)》 2022年 第16卷 第1期 页码 131-143 doi: 10.1007/s11709-021-0787-8
关键词: RC beams flexural strengthening CFRP CNTs finite element
《结构与土木工程前沿(英文)》 2022年 第16卷 第2期 页码 191-201 doi: 10.1007/s11709-021-0792-y
关键词: cement fineness interfacial transition zone compressive and flexural strength
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
Mohammad Reza AZADI KAKAVAND, Reza ALLAHVIRDIZADEH
《结构与土木工程前沿(英文)》 2019年 第13卷 第5期 页码 1251-1270 doi: 10.1007/s11709-019-0554-2
关键词: flexural-shear-axial failure drift capacity reinforced concrete columns statistical analysis fragility curves
Zhi QIAO, Zuanfeng PAN, Weichen XUE, Shaoping MENG
《结构与土木工程前沿(英文)》 2019年 第13卷 第5期 页码 1271-1287 doi: 10.1007/s11709-019-0556-0
关键词: engineered cementitious composite (ECC) durability ECC/RC composite beam permanent formwork flexural performance theoretical method
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
标题 作者 时间 类型 操作
Analysis of stiffness and flexural strength of a reinforced concrete beam using an invented reinforcement
Nazim Abdul NARIMAN, Martin HUSEK, Ilham Ibrahim MOHAMMAD, Kaywan Othman AHMED, Diyako DILSHAD, Ibrahim KHIDR
期刊论文
Flexural behavior of high-strength, steel-reinforced, and prestressed concrete beams
Qing JIANG, Hanqin WANG, Xun CHONG, Yulong FENG, Xianguo YE
期刊论文
Uncertainty of concrete strength in shear and flexural behavior of beams using lattice modeling
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
Dynamic crack propagation in plates weakened by inclined cracks: an investigation based on peridynamics
A. SHAFIEI
期刊论文
Effect of size on biaxial flexural strength for cement-based materials by using a triangular plate method
Hakan T TURKER
期刊论文
An experimental study on the flexural behavior of heavily steel reinforced beams with high-strength concrete
Yasser SHARIFI, Ali Akbar MAGHSOUDI
期刊论文
Effect of bond enhancement using carbon nanotubes on flexural behavior of RC beams strengthened with
期刊论文
The ITZ microstructure, thickness, porosity and its relation with compressive and flexural strength of
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
Enhanced empirical models for predicting the drift capacity of less ductile RC columns with flexural,
Mohammad Reza AZADI KAKAVAND, Reza ALLAHVIRDIZADEH
期刊论文
Experimental study on flexural behavior of ECC/RC composite beams with U-shaped ECC permanent formwork
Zhi QIAO, Zuanfeng PAN, Weichen XUE, Shaoping MENG
期刊论文