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Abdelmadjid SI SALEM,Souad AIT TALEB,Kamal AIT TAHAR
《结构与土木工程前沿(英文)》 2015年 第9卷 第2期 页码 154-162 doi: 10.1007/s11709-015-0296-8
关键词: design GFRP-Jacket polymer tube test reliability analysis
Predetermination of potential plastic hinges on reinforced concrete frames using GFRP reinforcement
Dominik KUERES; Dritan TOPUZI; Maria Anna POLAK
《结构与土木工程前沿(英文)》 2022年 第16卷 第5期 页码 624-637 doi: 10.1007/s11709-022-0832-2
关键词: glass fiber-reinforced polymer GFRP hybrid section plastic hinge seismic design reinforced concrete
Prediction of cutting force in turning of UD-GFRP using mathematical model and simulated annealing
Meenu GUPTA, Surinder Kumar GILL
《机械工程前沿(英文)》 2012年 第7卷 第4期 页码 417-426 doi: 10.1007/s11465-012-0343-2
Glass fiber reinforced plastics (GFRPs) composite is considered to be an alternative to heavy exortic materials. According to the need for accurate machining of composites has increased enormously. During machining, the obtaining cutting force is an important aspect. The present investigation deals with the study and development of a cutting force prediction model for the machining of unidirectional glass fiber reinforced plastics (UD-GFRP) composite using regression modeling and optimization by simulated annealing. The process parameters considered include cutting speed, feed rate and depth of cut. The predicted values radial cutting force model is compared with the experimental values. The results of prediction are quite close with the experimental values. The influences of different parameters in machining of UD-GFRP composite have been analyzed.
关键词: UD-GFRP ANOVA radial cutting force PCD tool Taguchi method regression analysis simulated annealing multi objective techniques
Experimental study on GFRP pipes under axial compression
QIAN Peng, FENG Peng, YE Lieping
《结构与土木工程前沿(英文)》 2008年 第2卷 第1期 页码 73-78 doi: 10.1007/s11709-008-0013-y
关键词: anti-corrosive compression different slenderness corrosive environment long-span light-weight
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.
Ductility improvement of GFRP-RC beams using precast confined concrete block in compression zone
《结构与土木工程前沿(英文)》 doi: 10.1007/s11709-023-0968-8
关键词: ductility four-point bending test glass fiber-reinforced polymer precast confined concrete block
Soheila KOOKALANI; Bin CHENG; Jose Luis Chavez TORRES
《结构与土木工程前沿(英文)》 2022年 第16卷 第10期 页码 1249-1266 doi: 10.1007/s11709-022-0858-5
关键词: machine learning gridshell structure regression sensitivity analysis interpretability methods
Surinder Kumar GILL, Meenu GUPTA, P. S. SATSANGI
《机械工程前沿(英文)》 2013年 第8卷 第2期 页码 187-200 doi: 10.1007/s11465-013-0262-x
Machining of plastic materials has become increasingly important in any engineering industry subsequently the prediction of cutting forces. Forces quality has greater influence on components, which are coming in contact with each other. So it becomes necessary to measure and study machined forces and its behavior. In this research work, experimental investigations are conducted to determine the effects of cutting conditions and tool geometry on the cutting forces in the turning of the unidirectional glass fiber reinforced plastics (UD-GFRP) composites. In this experimental study, carbide tool (K10) having different tool nose radius and tool rake angle is used. Experiments are conducted based on the established Taguchi’s technique L18 orthogonal array on a lathe machine. It is found that the depth of cut is the cutting parameter, which has greater influence on cutting forces. The effect of the tool nose radius and tool rake angles on the cutting forces are also considerably significant. Based on statistical analysis, multiple regression model for cutting forces is derived with satisfactory coefficient (R2). This model proved to be highly preferment for predicting cutting forces.
关键词: unidirectional glass fiber reinforced plastics (UD-GFRP) composites machining cutting forces (tangential feed and radial force) ANOVA regression modeling carbide tool (K10)
《结构与土木工程前沿(英文)》 2021年 第15卷 第4期 页码 834-850 doi: 10.1007/s11709-021-0743-7
关键词: steel sheet GFRP composite bar combination form numerical modeling mechanical properties test strength
曾宪桃,郭晋蒲
《中国工程科学》 2002年 第4卷 第12期 页码 71-76
针对煤矿立井井筒装备腐蚀严重的现状,研究开发了一种新型的玻璃钢复合材料罐道,该罐道采用一种经改性后的具有抗静电、阻燃、耐磨损的玻璃钢,部分地取代了钢材。对这种罐道的耐腐蚀特性、耐磨损特性、玻璃钢与钢材层合面纵向抗剪性能等进行了研究。试验和分析表明,玻璃钢复合材料罐道中,玻璃钢与钢材能协调工作,其耐腐蚀性能满足煤矿井筒使用要求,耐腐蚀寿命与耐磨损寿命同步,均能达到30年以上。
段敬民,钱永久,曾宪桃
《中国工程科学》 2004年 第6卷 第10期 页码 79-82
将一定几何尺寸的玻璃钢板粘贴在混凝土梁的受拉区,能有效地提高混凝土梁的抗弯承载能力和混凝土梁的横向刚度。通过解析的方法,分别考虑组合梁在3种不同受力状态下,对玻璃钢板中拉力进行解析,得到了组合梁在不同载荷作用下的挠度表达式。
标题 作者 时间 类型 操作
Experimental and statistical investigation of a new concrete-composite beam with encased polymer tube wrapped by FRP
Abdelmadjid SI SALEM,Souad AIT TALEB,Kamal AIT TAHAR
期刊论文
Predetermination of potential plastic hinges on reinforced concrete frames using GFRP reinforcement
Dominik KUERES; Dritan TOPUZI; Maria Anna POLAK
期刊论文
Prediction of cutting force in turning of UD-GFRP using mathematical model and simulated annealing
Meenu GUPTA, Surinder Kumar GILL
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
Ductility improvement of GFRP-RC beams using precast confined concrete block in compression zone
期刊论文
Structural performance assessment of GFRP elastic gridshells by machine learning interpretability methods
Soheila KOOKALANI; Bin CHENG; Jose Luis Chavez TORRES
期刊论文
Prediction of cutting forces in machining of unidirectional glass fiber reinforced plastics composite
Surinder Kumar GILL, Meenu GUPTA, P. S. SATSANGI
期刊论文
Combination form analysis and experimental study of mechanical properties on steel sheet glass fiber reinforced polymer composite bar
期刊论文