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Now showing items 1-10 of 17

Effect of groove characteristics on CFRP-to-concrete bond behavior of EBROG joints: Experimental study using particle image velocimetry (PIV)

Type: Journal Paper

Author : Ardalan Hosseini; Davood Mostofinejad

Year: 2013

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Experimental investigation into bond behavior of CFRP sheets attached to concrete using EBR and EBROG techniques

Type: Journal Paper

Author : Ardalan Hosseini; Davood Mostofinejad

Year: 2013

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Experimental investigation into bond behavior of CFRP sheets attached to concrete using EBR and EBROG techniques

Type: Journal Paper

Author : Ardalan Hosseini; Davood Mostofinejad

Year: 2013

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Effective bond length of FRP-to-concrete adhesively-bonded joints: Experimental evaluation of existing models

Type: Journal Paper

Author : Ardalan Hosseini; Davood Mostofinejad

Year: 2014

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Characterization of hardened state behavior of self compacting fiber-reinforced cementitious composites (SC-FRCC\'s) with different beam sizes and fiber types

Type: Journal Paper

Author : İrem Şanal; Nilüfer Özyurt; Ardalan Hosseini

Year: 2016

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Bond Behavior of CFRP Sheets Attached to Concrete through EBR and EBROG Joints Subject to Mixed-Mode I/II Loading

Type: Journal Paper

Author : Majid Ghorbani; Davood Mostofinejad; Ardalan Hosseini

Year: 2017

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Experimental investigation into bond behavior of FRP-to-concrete under mixed-mode I/II loading

Type: Journal Paper

Author : Majid Ghorbani; Davood Mostofinejad; Ardalan Hosseini

Year: 2017

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Performance of Externally Bonded Reinforcement In Grooves (EBRIG) Method for Flexural Strengthening of RC Beams

Type: Conference Paper

Author : Davood, Mostofinejad; Seyed Masoud, Shameli; Ardalan, Hosseini

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Experimental investigation into bond behavior of FRP-to-concrete under mixed-mode I/II loading

Type: Journal Paper

Author : Majid Ghorbani; Davood Mostofinejad; Ardalan Hosseini

Year: 2017

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Design model for shear capacity of RC beams strengthened with two-side CFRP wraps based on effective FRP strain concept

Type: Journal Paper

Author : Davood Mostofinejad; Amirhomayoon Tabatabaei Kashani; Ardalan Hosseini

Year: 2015

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Effect of groove characteristics on CFRP-to-concrete bond behavior of EBROG joints: Experimental study using particle image velocimetry (PIV)

Experimental investigation into bond behavior of CFRP sheets attached to concrete using EBR and EBROG techniques

Experimental investigation into bond behavior of CFRP sheets attached to concrete using EBR and EBROG techniques

Effective bond length of FRP-to-concrete adhesively-bonded joints: Experimental evaluation of existing models

Characterization of hardened state behavior of self compacting fiber-reinforced cementitious composites (SC-FRCC\'s) with different beam sizes and fiber types

Bond Behavior of CFRP Sheets Attached to Concrete through EBR and EBROG Joints Subject to Mixed-Mode I/II Loading

Experimental investigation into bond behavior of FRP-to-concrete under mixed-mode I/II loading

Performance of Externally Bonded Reinforcement In Grooves (EBRIG) Method for Flexural Strengthening of RC Beams

Experimental investigation into bond behavior of FRP-to-concrete under mixed-mode I/II loading

Design model for shear capacity of RC beams strengthened with two-side CFRP wraps based on effective FRP strain concept

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Effect of groove characteristics on CFRP-to-concrete bond behavior of EBROG joints: Experimental study using particle image velocimetry (PIV)

Experimental investigation into bond behavior of CFRP sheets attached to concrete using EBR and EBROG techniques

Experimental investigation into bond behavior of CFRP sheets attached to concrete using EBR and EBROG techniques

Effective bond length of FRP-to-concrete adhesively-bonded joints: Experimental evaluation of existing models

Characterization of hardened state behavior of self compacting fiber-reinforced cementitious composites (SC-FRCC\'s) with different beam sizes and fiber types

Bond Behavior of CFRP Sheets Attached to Concrete through EBR and EBROG Joints Subject to Mixed-Mode I/II Loading

Experimental investigation into bond behavior of FRP-to-concrete under mixed-mode I/II loading

Performance of Externally Bonded Reinforcement In Grooves (EBRIG) Method for Flexural Strengthening of RC Beams

Experimental investigation into bond behavior of FRP-to-concrete under mixed-mode I/II loading

Design model for shear capacity of RC beams strengthened with two-side CFRP wraps based on effective FRP strain concept