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نمایش تعداد 1-10 از 17

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

نوع: Journal Paper

نویسنده : Ardalan Hosseini; Davood Mostofinejad

سال: 2013

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

نوع: Journal Paper

نویسنده : Ardalan Hosseini; Davood Mostofinejad

سال: 2013

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

نوع: Journal Paper

نویسنده : Ardalan Hosseini; Davood Mostofinejad

سال: 2013

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

نوع: Journal Paper

نویسنده : Ardalan Hosseini; Davood Mostofinejad

سال: 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

نوع: Journal Paper

نویسنده : İrem Şanal; Nilüfer Özyurt; Ardalan Hosseini

سال: 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

نوع: Journal Paper

نویسنده : Majid Ghorbani; Davood Mostofinejad; Ardalan Hosseini

سال: 2017

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

نوع: Journal Paper

نویسنده : Majid Ghorbani; Davood Mostofinejad; Ardalan Hosseini

سال: 2017

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

نوع: Conference Paper

نویسنده : 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

نوع: Journal Paper

نویسنده : Majid Ghorbani; Davood Mostofinejad; Ardalan Hosseini

سال: 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

نوع: Journal Paper

نویسنده : Davood Mostofinejad; Amirhomayoon Tabatabaei Kashani; Ardalan Hosseini

سال: 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