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Bolted and bonded FRP beam-column joints with semi-rigid end conditions

https://doi.org/10.1016/j.compstruct.2020.112500

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What this work says

Outgoing claims: the papers this work cites, builds on, or argues with.

inferredcites →https://doi.org/10.1002/9780470121429openalex-snapshot

Composites for Construction: Structural Design with FRP Materials

inferredcites →https://doi.org/10.1007/8611_2011_54openalex-snapshot

Science and Technology of Bolt-Adhesive Joints

inferredcites →https://doi.org/10.1016/j.aej.2011.01.012openalex-snapshot

Finite element analysis of beam-to-column joints in steel frames under cyclic loading

inferredcites →https://doi.org/10.1016/j.aej.2018.10.015openalex-snapshot

Exterior reinforced concrete beam column joint subjected to monotonic loading

inferredcites →https://doi.org/10.1016/j.compositesa.2004.06.009openalex-snapshot

Tearing failure of web–flange junctions in pultruded GRP profiles

inferredcites →https://doi.org/10.1016/j.compositesb.2012.09.074openalex-snapshot

Dimensioning method for bolted, adhesively bonded, and hybrid joints involving Fibre-Reinforced-Polymers

inferredcites →https://doi.org/10.1016/j.compstruct.2004.04.016openalex-snapshot

Load transfer in hybrid (bonded/bolted) composite single-lap joints

inferredcites →https://doi.org/10.1016/j.compstruct.2004.11.002openalex-snapshot

Quasi-static strength and fatigue life of hybrid (bonded/bolted) composite single-lap joints

inferredcites →https://doi.org/10.1016/j.compstruct.2015.03.006openalex-snapshot

A review of the fire behaviour of pultruded GFRP structural profiles for civil engineering applications

inferredcites →https://doi.org/10.1016/j.compstruct.2016.11.021openalex-snapshot

Strength and stiffness of adhesively bonded GFRP beam-column moment resisting connections

inferredcites →https://doi.org/10.1016/j.compstruct.2017.03.049openalex-snapshot

Development of a novel beam-to-column connection system for pultruded GFRP tubular profiles

inferredcites →https://doi.org/10.1016/j.compstruct.2018.05.104openalex-snapshot

Pseudo-ductile failure of adhesively joined GFRP beam-column connections: An experimental and numerical investigation

inferredcites →https://doi.org/10.1016/j.compstruct.2019.03.048openalex-snapshot

On failure modes and design of multi-bolted FRP plate in structural joints

inferredcites →https://doi.org/10.1016/j.compstruct.2019.111069openalex-snapshot

GFRP hollow column to built-up beam adhesive connection: Mechanical behaviour under quasi-static, cyclic and fatigue loading

inferredcites →https://doi.org/10.1016/j.conbuildmat.2014.12.057openalex-snapshot

Moment-rotation response of nominally pinned beam-to-column joints for frames of pultruded fibre reinforced polymer

inferredcites →https://doi.org/10.1016/j.matdes.2015.02.011openalex-snapshot

A review of the behaviour and analysis of bolted connections and joints in pultruded fibre reinforced polymers

inferredcites →https://doi.org/10.1016/j.tws.2013.06.019openalex-snapshot

Behaviour of pultruded beam-to-column joints using steel web cleats

inferredcites →https://doi.org/10.1016/s0263-8223(96)00052-9openalex-snapshot

State-of-the-art review on the design of beam-to-column connections for pultruded frames

inferredcites →https://doi.org/10.1016/s0263-8223(97)00036-6openalex-snapshot

Analysis of pultruded glass reinforced plastic beams with semi-rigid end connections

inferredcites →https://doi.org/10.1016/s0263-8223(98)00082-8openalex-snapshot

An experimental study of the behavior of connections for pultruded GFRP I-beams and rectangular tubes

inferredcites →https://doi.org/10.1016/s1359-835x(04)00157-5openalex-snapshot

Tearing failure of web–flange junctions in pultruded GRP profiles

inferredcites →https://doi.org/10.1061/(asce)0733-9445(2009)135:10(1177)openalex-snapshot

Seismic Performance of Strengthened Reinforced Concrete Beam-Column Joints Using FRP Composites

inferredcites →https://doi.org/10.1061/(asce)1090-0268(1999)3:1(20)openalex-snapshot

Experimental Comparisons of Connections for GFRP Pultruded Frames

inferredcites →https://doi.org/10.1061/(asce)1090-0268(1999)3:1(3)openalex-snapshot

Further Tests on Beam-to-Column Connections for Pultruded Frames: Web-Cleated

inferredcites →https://doi.org/10.1061/(asce)1090-0268(1999)3:3(108)openalex-snapshot

Further Tests of Beam-to-Column Connections for Pultruded Frames: Flange-Cleated

inferredcites →https://doi.org/10.1061/(asce)cc.1943-5614.0000355openalex-snapshot

Progressive Failure and Ductility of FRP Composites for Construction: Review

inferredcites →https://doi.org/10.1061/(asce)cc.1943-5614.0000392openalex-snapshot

Response of Beam-To-Column Web Cleated Joints For FRP Pultruded Members

inferredcites →https://doi.org/10.1061/(asce)cc.1943-5614.0000667openalex-snapshot

Structural Behavior of All-FRP Beam-Column Plate-Bolted Joints

inferredcites →https://doi.org/10.1061/(asce)st.1943-541x.0001191openalex-snapshot

Experimental and Numerical Investigations of the Seismic Behavior of High-Strength Concrete Beam-Column Joints with Column Axial Load

inferredcites →https://doi.org/10.1177/002199838702101001openalex-snapshot

Modelling Clamp-Up Effects in Composite Bolted Joints

inferredcites →https://doi.org/10.1177/073168449401300302openalex-snapshot

Design and Performance of Connections for Pultruded Frame Structures

inferredcites →https://doi.org/10.1177/073168449601501005openalex-snapshot

Experimental and Numerical Evaluation of Beam-To-Column Connections for Pultruded Structures

What points at this work

Incoming claims: where this work appears in other papers’ reference lists and arguments.

inferred← citeshttps://doi.org/10.2139/ssrn.4766955openalex-extracted

Experimental Study on Seismic Performance of Precast Concrete Beam-to-Column Connection with a Bottom Bbc

inferred← citeshttps://doi.org/10.1002/eng2.13022openalex-snapshot

Impact of Carbon Fiber‐Reinforced Polymer Sheets and Bolt Diameter on the Seismic Performance Enhancement of Steel Beam‐Column Joints

inferred← citeshttps://doi.org/10.1007/978-981-96-5281-5_34openalex-snapshot

Effect of Cleat Material, Cleat Thickness and Bolt Diameter on Moment Rotation Capacity of FRP Beam-to-Column Joint: Experimental and Numerical Investigation

inferred← citeshttps://doi.org/10.1007/978-981-96-5281-5_36openalex-snapshot

Mechanical Behaviour of Direct Connection Methods in FRP Beam-to-Column Joint

inferred← citeshttps://doi.org/10.1007/978-981-97-1260-1_28openalex-snapshot

Application of the ANSYS Software for the Design and Study of a FRP Headed Beam-Column Joints

inferred← citeshttps://doi.org/10.1007/s40996-022-00988-6openalex-snapshot

Approaches for the Statistical Assessment on Structural Joints of Pultruded Fiber-Reinforced Polymer Profiles Using Trend Analysis

inferred← citeshttps://doi.org/10.1016/j.compositesb.2023.111009openalex-snapshot

Experimental investigation of rotational behavior of pseudo-ductile adhesive angle joints exhibiting variable strain rate

inferred← citeshttps://doi.org/10.1016/j.compstruct.2025.119250openalex-snapshot

Beam-column joints of FRP pultruded profiles: state-of-the-art review, performance evaluation, and design method

inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2026.148011openalex-snapshot

Mechanical behaviour of bolted and bolted-bonded double-lap joints between unidirectional pultruded CFRP and aluminium alloy plates

inferred← citeshttps://doi.org/10.1016/j.engstruct.2024.118366openalex-snapshot

Exterior weak-axis beam-to-column bolted connections between GFRP I-shaped pultruded profiles using stainless steel cleats

inferred← citeshttps://doi.org/10.1016/j.istruc.2024.106047openalex-snapshot

Novel beam–column joint with the folded plates for improving progressive collapse resistance of steel-frame structures

inferred← citeshttps://doi.org/10.1016/j.istruc.2024.106696openalex-snapshot

Strengthening of glass fiber sheets for multi-bolted pultruded GFRP connections: Effects of connection type and bolt-tightening force

inferred← citeshttps://doi.org/10.1016/j.istruc.2025.108364openalex-snapshot

Theoretical and experimental investigations of the strengthening effects of glass fiber sheets on channel-shaped PGFRP beam-to-beam bolted connections

inferred← citeshttps://doi.org/10.1016/j.istruc.2026.112785openalex-snapshot

Experimental investigation of beam-to-column connections in pultruded GFRP SHS members: Effects of connection detailing and strengthening

inferred← citeshttps://doi.org/10.1016/j.jcsr.2022.107645openalex-snapshot

Finite element analysis on the mechanical behaviour of a novel three-dimensional semi-rigid steel joint with a channel component under static and cyclic loading

inferred← citeshttps://doi.org/10.1016/j.jobe.2021.103671openalex-snapshot

Cyclic behavior of semi-rigid precast concrete beam-to-column subassemblages with rapid assembly connections

inferred← citeshttps://doi.org/10.1016/j.jobe.2025.112219openalex-snapshot

Behavior of through-core bolted connections between CFDST columns and steel or composite beams subjected to cyclic loading

inferred← citeshttps://doi.org/10.1016/j.jobe.2026.117290openalex-snapshot

Structural performance assessment of beam-to-column sleeve connections for pultruded GFRP SHS: A comparative investigation

inferred← citeshttps://doi.org/10.1016/j.matpr.2022.06.233openalex-snapshot

Axial performance of go-through bolt connection for tubular GFRP columns

inferred← citeshttps://doi.org/10.1016/j.tws.2021.107719openalex-snapshot

Exterior beam-to-column bolted connections between GFRP I-shaped pultruded profiles using stainless steel cleats. Part 1: Experimental study

inferred← citeshttps://doi.org/10.1038/s41598-025-02929-5openalex-snapshot

Initial stiffness of integrally-formed GFRP T-joint in GFRP transmission tower

inferred← citeshttps://doi.org/10.1061/jsendh.steng-13490openalex-snapshot

Experiments on Pultruded FRP Beam-to-Column Joints: Failure Mode Analysis and Stiffness Determination

inferred← citeshttps://doi.org/10.1155/2022/1769739openalex-snapshot

Optimal Evaluation of the Rheological Parameters for STF Dampers in Semi‐Rigid Joints of Steel Structures Using Response Surface Method

inferred← citeshttps://doi.org/10.1177/13694332251352184openalex-snapshot

Failure mechanism of FRP-steel bonded-bolted hybrid connections after seawater exposure

inferred← citeshttps://doi.org/10.1371/journal.pone.0272136openalex-snapshot

Monotonic loading performance of GFRP beam-column joints connected with slotted–hole bolts

inferred← citeshttps://doi.org/10.14359/51739190openalex-snapshot

Beam-Column Joint Retrofitting Using Basalt Fiber-Reinforced Polymer Grid and Cementitious Matrixes

inferred← citeshttps://doi.org/10.2139/ssrn.6448714openalex-snapshot

Experimental and theoretical investigations of a novel pre-tensioned corrugated steel-PFRP bolted joint for hybrid lattice structures

inferred← citeshttps://doi.org/10.2139/ssrn.7289613openalex-snapshot

Experimental and theoretical investigations of a novel pre-tensioned corrugated steel-PFRP bolted joint

inferred← citeshttps://doi.org/10.3390/buildings14061854openalex-snapshot

Modular Housing Using Fibre-Reinforced Plastic Polymers (FRPs)

inferred← citeshttps://doi.org/10.3390/fib10030027openalex-snapshot

A Review of Fibre Reinforced Polymer Structures

inferred← citeshttps://doi.org/10.3390/fib13110151openalex-snapshot

Finite Element Modelling of Pultruded FRP Beam-to-Column Joints

inferred← citeshttps://doi.org/10.3390/fib9110066openalex-snapshot

Cyclic Response of Bolted and Hybrid Pultruded FRP Beam-Column Joints between I-Shaped Sections

inferred← citeshttps://doi.org/10.46300/9104.2021.15.1openalex-snapshot

Experiences With Using of Loading Tests and the “design Assisted by Testing” Method for the Determination and Verification of Structural Members and Details

inferred← citeshttps://doi.org/10.5772/intechopen.102170openalex-snapshot

Next Generation Fiber-Reinforced Composites - New Insights

inferred← citeshttps://doi.org/10.5772/intechopen.107926openalex-snapshot

Fibre-Reinforced Polymer (FRP) in Civil Engineering

inferred← citeshttps://doi.org/10.67620/sai.58a0002openalex-snapshot

DEFORMATION-DECOUPLED CONNECTIONS BETWEEN A PULTRUDED GFRP FRAME AND THREE-LAYER 3D-PRINTED WALLS

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