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《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
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.
Shuchun LI, Bo DIAO, Youpo SU,
《结构与土木工程前沿(英文)》 2009年 第3卷 第4期 页码 378-383 doi: 10.1007/s11709-009-0064-8
关键词: beam with dispersed steel bar flame joints with special-shaped beam and column seismic behavior scale of dispersed steel bars
Experimental study on slender buckling-restrained knee braces with round steel bar cores
《结构与土木工程前沿(英文)》 2023年 第17卷 第1期 页码 99-121 doi: 10.1007/s11709-022-0875-4
关键词: weld-free beam-to-column connections moment-resisting frame cyclic and compression loading tests buckling-restrained knee brace cover tube
Technological development and engineering applications of novel steel-concrete composite structures
Jianguo NIE, Jiaji WANG, Shuangke GOU, Yaoyu ZHU, Jiansheng FAN
《结构与土木工程前沿(英文)》 2019年 第13卷 第1期 页码 1-14 doi: 10.1007/s11709-019-0514-x
In view of China’s development trend of green building and building industrialization, based on the emerging requirements of the structural engineering community, the development and proposition of novel resource-saving high-performance steel-concrete composite structural systems with adequate safety and durability has become a kernel development trend in structural engineering. This paper provides a state of the art review of China’s cutting-edge research and technologies in steel-concrete composite structures in recent years, including the building engineering, the bridge engineering and the special engineering. This paper summarizes the technical principles and applications of the long-span bi-directional composite structures, the long-span composite transfer structures, the comprehensive crack control technique based on uplift-restricted and slip-permitted (URSP) connectors, the steel plate concrete composite (SPCC) strengthen technique, and the innovative composite joints. By improving and revising traditional structure types, the comprehensive superiority of steel-concrete composite structures is well elicited. The research results also indicate that the high-performance steel-concrete composite structures have a promising popularizing prospect in the future.
关键词: high-performance composite structure bi-directional composite composite transfer uplift-restricted and slip-permitted connectors steel plate concrete composite strengthen
Innovative steel-UHPC composite bridge girders for long-span bridges
Xudong SHAO, Lu DENG, Junhui CAO
《结构与土木工程前沿(英文)》 2019年 第13卷 第4期 页码 981-989 doi: 10.1007/s11709-019-0531-9
关键词: steel-UHPC composite bridge girder long-span bridge orthotropic steel deck fatigue cracking durability
《结构与土木工程前沿(英文)》 2024年 第18卷 第5期 页码 716-730 doi: 10.1007/s11709-024-1053-7
关键词: steel–ultra-high performance concrete composite deck open rib strip model test static and fatigue performance orthotropic steel deck
Precast steel–UHPC lightweight composite bridge for accelerated bridge construction
Shuwen DENG, Xudong SHAO, Xudong ZHAO, Yang WANG, Yan WANG
《结构与土木工程前沿(英文)》 2021年 第15卷 第2期 页码 364-377 doi: 10.1007/s11709-021-0702-3
关键词: accelerated bridge construction ultrahigh-performance concrete steel–UHPC composite bridge UHPC girder-to-girder joint
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
孟凡超,刘明虎,吴伟胜,张革军,张 梁
《中国工程科学》 2015年 第17卷 第1期 页码 27-35
介绍了港珠澳大桥的工程概况、建设目标和总体设计方案,重点阐述了以“大型化、工厂化、标准化、装配化”的设计理念和总体原则指导下,设计采用的新材料、新技术、新工艺、新设备。创新技术的应用,为提高工程品质、确保设计使用寿命提供了坚实基础和有利保障。
《结构与土木工程前沿(英文)》 2023年 第17卷 第5期 页码 704-721 doi: 10.1007/s11709-023-0941-6
关键词: precast steel–UHPC composite beam flexural performance longitudinal shear performance parametric study transverse reinforcement ratio
Fatigue evaluation of steel-concrete composite deck in steel truss bridge——A case study
Huating CHEN; Xianwei ZHAN; Xiufu ZHU; Wenxue ZHANG
《结构与土木工程前沿(英文)》 2022年 第16卷 第10期 页码 1336-1350 doi: 10.1007/s11709-022-0852-y
关键词: Fatigue assessment composite bridge deck rail-cum-road bridge fatigue stress analysis Model Code
Evolution of composite fouling on a vertical stainless steel surface caused by treated sewage
Cheng ZAN, Lin SHI, Xiujuan MA, Wenyan YANG,
《能源前沿(英文)》 2010年 第4卷 第2期 页码 171-180 doi: 10.1007/s11708-009-0068-z
关键词: treated sewage plate heat exchanger stainless steel composite fouling biofouling
Jianmin ZHOU, Shuo CHEN, Yang CHEN
《结构与土木工程前沿(英文)》 2013年 第7卷 第3期 页码 316-324 doi: 10.1007/s11709-013-0211-0
关键词: concrete beam high-strength steel bar crack width deformation
Resiliency of steel and composite structures
Roberto T. LEON,Yu GAO
《结构与土木工程前沿(英文)》 2016年 第10卷 第3期 页码 239-253 doi: 10.1007/s11709-016-0349-7
关键词: steel structures resiliency sustainability recentering systems shape memory alloys
标题 作者 时间 类型 操作
Combination form analysis and experimental study of mechanical properties on steel sheet glass fiberreinforced polymer composite bar
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
Seismic behavior experimental study of frame joints with special-shaped column and dispersed steel bar
Shuchun LI, Bo DIAO, Youpo SU,
期刊论文
Technological development and engineering applications of novel steel-concrete composite structures
Jianguo NIE, Jiaji WANG, Shuangke GOU, Yaoyu ZHU, Jiansheng FAN
期刊论文
Innovative steel-UHPC composite bridge girders for long-span bridges
Xudong SHAO, Lu DENG, Junhui CAO
期刊论文
Research on an innovative structure of an open-ribbed steel–ultra-high performance concrete composite
期刊论文
Precast steel–UHPC lightweight composite bridge for accelerated bridge construction
Shuwen DENG, Xudong SHAO, Xudong ZHAO, Yang WANG, Yan WANG
期刊论文
Experimental and statistical investigation of a new concrete-composite beam with encased polymer tube
Abdelmadjid SI SALEM,Souad AIT TALEB,Kamal AIT TAHAR
期刊论文
Flexural and longitudinal shear performance of precast lightweight steel–ultra-high performance concretecomposite beam
期刊论文
Fatigue evaluation of steel-concrete composite deck in steel truss bridge——A case study
Huating CHEN; Xianwei ZHAN; Xiufu ZHU; Wenxue ZHANG
期刊论文
Evolution of composite fouling on a vertical stainless steel surface caused by treated sewage
Cheng ZAN, Lin SHI, Xiujuan MA, Wenyan YANG,
期刊论文
Calculation methods of the crack width and deformation for concrete beams with high-strength steel bars
Jianmin ZHOU, Shuo CHEN, Yang CHEN
期刊论文