Resource Type

Journal Article 341

Conference Videos 11

Conference Information 1

Year

2024 22

2023 34

2022 36

2021 49

2020 27

2019 27

2018 11

2017 11

2016 11

2015 7

2014 13

2013 10

2012 6

2011 9

2010 7

2009 27

2008 9

2007 11

2006 4

2005 2

open ︾

Keywords

polymer 14

reinforced concrete 10

concrete 7

fiber 5

steel fiber 5

CFRP 4

composites 4

fiber-reinforced polymer 4

Additive manufacturing 3

durability 3

finite element analysis 3

strengthening 3

4D printing 2

ACF 2

ANSYS 2

Fiber 2

Fiber-reinforced polymer (FRP) 2

GFRP 2

actuator 2

open ︾

Search scope:

排序： Display mode:

Investigation on modeling parameters of concrete beams reinforced with basalt FRP bars

Jordan CARTER, Aikaterini S. GENIKOMSOU

Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 6,   Pages 1520-1530 doi: 10.1007/s11709-019-0580-0

Abstract: Fiber-reinforced polymer (FRP) bars are widely used as internal reinforcement replacing the conventionalsteel bars to prevent from corrosion.Among the different types of FRP bars, basalt FRP (BFRP) bars have been used in different structuralapplications and, herein, three already tested concrete beams reinforced with BFRP bars are analyzed

Keywords： basalt Fiber-reinforced polymer bars     reinforced concrete beams     finite element analysis     damaged plasticity    

HTML PDF Collect

Structural performance of a façade precast concrete sandwich panel enabled by a bar-type basalt fiber-reinforcedpolymer connector

Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 1,   Pages 122-137 doi: 10.1007/s11709-022-0894-1

Abstract: In this study, a novel diagonally inserted bar-type basalt fiber reinforced polymer (BFRP) connector

Keywords： precast concrete sandwich panel     basalt fiber reinforced polymer     pull-out performance     shear performance    

HTML PDF Collect

An efficient improved Gradient Boosting for strain prediction in Near-Surface Mounted fiber-reinforcedpolymer strengthened reinforced concrete beam

Frontiers of Structural and Civil Engineering 2024, Volume 18, Issue 8,   Pages 1148-1168 doi: 10.1007/s11709-024-1079-x

Abstract: accounting for the non-conservation of the contact section resulting from the bond-slip effect between fiber-reinforcedpolymer (FRP) rods and resin and is typically neglected by existing analytical models, as well as fromaddress this gap in knowledge, this research involves static and dynamic tests on simply supported reinforcedconcrete (RC) beams using rods of NSM carbon fiber reinforced polymer (CFRP) and glass fiber reinforcedpolymer (GFRP).

Keywords： NSM technique     fiber-reinforced polymer rods     static and dynamic analysis     GB     PSO     GA     finite element    

HTML PDF Collect

Proposed numerical and machine learning models for fiber-reinforced polymer concrete-steel hollow and

Frontiers of Structural and Civil Engineering 2024, Volume 18, Issue 8,   Pages 1169-1194 doi: 10.1007/s11709-024-1083-1

Abstract: learning (ML) techniques to investigate the structural performance of double-skin tubular columns (DSTCs) reinforcedwith glass fiber-reinforced polymer (GFRP).

Keywords： elliptical column     fiber-reinforced polymer     machine learning     finite element method     ABAQUS    

HTML PDF Collect

Strengthening of reinforced concrete beams using fiber-reinforced cementitious matrix systems fabricated

Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 7,   Pages 1100-1116 doi: 10.1007/s11709-023-0967-9

Abstract: The performance of a new fiber-reinforced cementitious matrix (FRCM) system developed using custom-designedThe behavior of this system is evaluated in terms of both the flexural and shear strengthening of reinforcedthe shear-strengthened specimens, the effects of the span/depth ratio and strengthening system type (fiber-reinforcedpolymer (FRP) or FRCM) are investigated.

Keywords： fiber-reinforced cementitious matrix     flexural strengthening     shear strengthening     carbon fiber-reinforcedpolymer     shear span    

HTML PDF Collect

Bond behavior of the interface between concrete and basalt fiber reinforced polymer bar after freeze–thaw

Frontiers of Structural and Civil Engineering 2024, Volume 18, Issue 4,   Pages 630-641 doi: 10.1007/s11709-024-0989-y

Abstract: The shear bond of interface between concrete and basalt fiber reinforced polymer (BFRP) bars during freeze–thaw(F–T) cycles is crucial for the application of BFRP bar-reinforced concrete structures in cold regions

Keywords： F–T cycle     interface     shear bond strength     bond stress−slip curves     bond degradation    

HTML PDF Collect

Fatigue shear performance of concrete beams reinforced with hybrid (glass-fiber-reinforced polymer+ steel

Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 3,   Pages 576-594 doi: 10.1007/s11709-021-0728-6

Abstract: Reinforced concrete beams consisting of both steel and glass-fiber-reinforced polymer rebars exhibitFor specimens that failed by fatigue shear, all the glass-fiber-reinforced polymer stirrups and someThe fatigue strength of the glass-fiber-reinforced polymer stirrups in the specimens was considerablytests on the glass-fiber-reinforced polymer bar, and the failure modes were different.Glass-fiber-reinforced polymer stirrups were subjected to fatigue tension and shear, and failed owing

Keywords： fatigue     shear     hybrid stirrups     hybrid reinforcement     fiber-reinforced polymer    

HTML PDF Collect

Experimental and numerical investigations of the compressive behavior of carbon fiber-reinforced polymer-strengthened

Peng DENG, Boyi YANG, Xiulong CHEN, Yan LIU

Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 5,   Pages 1215-1231 doi: 10.1007/s11709-020-0663-y

Abstract: for strengthening damaged tubular steel T-joints under axial compression by wrapping them with carbon fiber-reinforcedpolymer (CFRP) sheets was proposed and evaluated.were physically tested: one bare joint to obtain the peak load and corresponding displacement ( ), two reinforcedthe capacity of the retrofitted specimen was 2.51%–22.77% lesser compared with that of the directly reinforced

Keywords： tubular T-joint     carbon fiber-reinforced polymer     degree of damage     numerical analysis     equivalent plastic    

HTML PDF Collect

Shear behavior of ultra-high-performance concrete beams prestressed with external carbon fiber-reinforcedpolymer tendons

Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 6,   Pages 1426-1440 doi: 10.1007/s11709-021-0783-z

Abstract: The ultra-high-performance concrete (UHPC) and fiber-reinforced polymer (FRP) are well-accepted high-performanceUnfortunately, only limited studies are available for shear behavior of UHPC beams reinforced with FRPbars, and few suggestions exist for prediction methods for shear capacity.This paper presents an experimental investigation on the shear behavior of UHPC beams reinforced withequation was proposed to take into account the effect of the shear span to depth ratio and the steel fiber

Keywords： beam     external prestressing     ultra-high-performance concrete     fiber-reinforced polymers     shear behavior    

HTML PDF Collect

Multiscale model of micro curing residual stress evolution in carbon fiber-reinforced thermoset polymer

Xinyu HUI, Yingjie XU, Weihong ZHANG

Frontiers of Mechanical Engineering 2020, Volume 15, Issue 3,   Pages 475-483 doi: 10.1007/s11465-020-0590-6

Abstract: In this study, the micro curing residual stresses of carbon fiber-reinforced thermoset polymer (CFRP)The evolution of curing residual stresses reveals the interaction mechanism of fiber, matrix, and interphasecuring residual stresses mostly present a tensile state in the matrix and a compressive state in the fiber

Keywords： CFRP     curing residual stress     multiscale modeling     finite element method    

HTML PDF Collect

Moisture diffusion behavior of permeable fiber-reinforced polymer composite

Jianjiang YANG, Qingsheng YANG, Lianhua MA, Wei LIU,

Frontiers of Mechanical Engineering 2010, Volume 5, Issue 3,   Pages 347-352 doi: 10.1007/s11465-010-0093-y

Abstract: A unit cell approach is employed to predict the effective moisture diffusion property in fiber-reinforced

Keywords： fiber-reinforced biopolymer     effective diffusion coefficient     unit cell     finite element modeling (FEM)    

HTML PDF Collect

Materials-oriented integrated design and construction of structures in civil engineering—A review

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 1,   Pages 24-44 doi: 10.1007/s11709-021-0794-9

Abstract: structures, long-span steel bridges, prefabricated/on-site extruded light-weight steel structures, fiber-reinforcedcementitious composites structures, and fiber-reinforced polymer bridge decks.

Keywords： integrated design and construction     fiber-reinforced concrete     fiber-reinforced polymer     light-weight    

HTML PDF Collect

Analysis-oriented stress–strain models for ultra-high-performance concrete confined with fiber-reinforcedpolymer

S.S. Zhang,J.J. Wang,Guan Lin,X.F. Nie,

Engineering doi: 10.1016/j.eng.2024.08.002

Abstract: The use of fiber-reinforced polymer (FRP) jackets or tubes as confining devices can significantly improve

Keywords： Ultra-high-performance concrete (UHPC)     Fiber-reinforced polymer (FRP)     Confinement mechanism     Stress-path    

HTML PDF Collect

Fiber-Reinforced Polymer Bridge Design in the Netherlands: Architectural Challenges toward Innovative

Joris Smits

Engineering 2016, Volume 2, Issue 4,   Pages 518-527 doi: 10.1016/J.ENG.2016.04.004

Abstract:

This paper reviews the use of fiber-reinforced polymers (FRPs) in architectural and structural bridge

Keywords： Architecture     Structural design     Bridge design     Fiber-reinforced polymer (FRP)     Bio-composites     Flexible molding    

HTML PDF Collect

Experimental and parametrical investigation of pre-stressed ultrahigh-performance fiber-reinforced concrete

Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 3,   Pages 411-428 doi: 10.1007/s11709-023-0928-3

Abstract: In this study, ultrahigh-performance fiber-reinforced concrete (UHPFRC) used in a type B70 concrete sleeperThe main parameters investigated are the steel fiber volume fractions (0%, 0.5%, 1%, and 1.5%).study results show that the behavior of UHPFRC sleepers improves significantly when the amount of steel fiberSleepers manufactured using UHPFRC with a steel fiber volume fraction of 1% and a concrete volume less

Keywords： pre-stressed concrete sleeper     ultrahigh performance fiber-reinforced concrete     pull-out test     staticbending test     steel fiber     aspect ratio     volume fraction    

HTML PDF Collect

Title Author Date Type Operation

Investigation on modeling parameters of concrete beams reinforced with basalt FRP bars

Jordan CARTER, Aikaterini S. GENIKOMSOU

Journal Article

Structural performance of a façade precast concrete sandwich panel enabled by a bar-type basalt fiber-reinforcedpolymer connector

Journal Article

An efficient improved Gradient Boosting for strain prediction in Near-Surface Mounted fiber-reinforcedpolymer strengthened reinforced concrete beam

Journal Article

Proposed numerical and machine learning models for fiber-reinforced polymer concrete-steel hollow and

Journal Article

Strengthening of reinforced concrete beams using fiber-reinforced cementitious matrix systems fabricated

Journal Article

Bond behavior of the interface between concrete and basalt fiber reinforced polymer bar after freeze–thaw

Journal Article

Fatigue shear performance of concrete beams reinforced with hybrid (glass-fiber-reinforced polymer+ steel

Journal Article

Experimental and numerical investigations of the compressive behavior of carbon fiber-reinforced polymer-strengthened

Peng DENG, Boyi YANG, Xiulong CHEN, Yan LIU

Journal Article

Shear behavior of ultra-high-performance concrete beams prestressed with external carbon fiber-reinforcedpolymer tendons

Journal Article

Multiscale model of micro curing residual stress evolution in carbon fiber-reinforced thermoset polymer

Xinyu HUI, Yingjie XU, Weihong ZHANG

Journal Article

Moisture diffusion behavior of permeable fiber-reinforced polymer composite

Jianjiang YANG, Qingsheng YANG, Lianhua MA, Wei LIU,

Journal Article

Materials-oriented integrated design and construction of structures in civil engineering—A review

Journal Article

Analysis-oriented stress–strain models for ultra-high-performance concrete confined with fiber-reinforcedpolymer

S.S. Zhang,J.J. Wang,Guan Lin,X.F. Nie,

Journal Article

Fiber-Reinforced Polymer Bridge Design in the Netherlands: Architectural Challenges toward Innovative

Joris Smits

Journal Article

Experimental and parametrical investigation of pre-stressed ultrahigh-performance fiber-reinforced concrete

Journal Article