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    Theoretical Study of Strengthening for Increased Shear Bearing Capacity 

    Source: Journal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 006
    Author(s): Anders Carolin; Björn Täljsten
    Publisher: American Society of Civil Engineers
    Abstract: In recent years, the use of carbon fiber reinforced polymer (CFRP) has been shown to be a competitive method for strengthening both the structural and economic performance of concrete. The method has been used for almost ...
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    Experimental Study of Strengthening for Increased Shear Bearing Capacity 

    Source: Journal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 006
    Author(s): Anders Carolin; Björn Täljsten
    Publisher: American Society of Civil Engineers
    Abstract: The need for structural rehabilitation of concrete structures all over the world is well known, and a great amount of research is going on in this field. The use of carbon fiber-reinforced polymer (CFRP) plate bonding has ...
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    Concrete Beams Exposed to Live Loading during Carbon Fiber Reinforced Polymer Strengthening 

    Source: Journal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 002
    Author(s): Anders Carolin; Björn Täljsten; Arvid Hejll
    Publisher: American Society of Civil Engineers
    Abstract: The need for structural rehabilitation of concrete structures all over the world is well known. Extensive amounts of research have been carried out and are ongoing in this field. Most of the laboratory research has been ...
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    Shear Strengthening of Concrete Structures with the Use of Mineral-Based Composites 

    Source: Journal of Composites for Construction:;2009:;Volume ( 013 ):;issue: 001
    Author(s): Thomas Blanksvärd; Björn Täljsten; Anders Carolin
    Publisher: American Society of Civil Engineers
    Abstract: Rehabilitation and strengthening of concrete structures have become more common during the last
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    Failure Load Test of a CFRP Strengthened Railway Bridge in Örnsköldsvik, Sweden 

    Source: Journal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 005
    Author(s): Markus Bergström; Björn Täljsten; Anders Carolin
    Publisher: American Society of Civil Engineers
    Abstract: The results obtained when performing a load test to failure of an existing structure are valuable when assessing calculation models, updating finite element models, and investigating the true structural behavior. In this ...
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    Are Available Models Reliable for Predicting the FRP Contribution to the Shear Resistance of RC Beams? 

    Source: Journal of Composites for Construction:;2009:;Volume ( 013 ):;issue: 006
    Author(s): Gabriel Sas; Björn Täljsten; Joaquim Barros; João Lima; Anders Carolin
    Publisher: American Society of Civil Engineers
    Abstract: In this paper the trustworthiness of the existing theory for predicting the fiber-reinforced plastic contribution to the shear resistance of reinforced concrete beams is discussed. The most well-known shear models for ...
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    Assessment of the Strengthening of an RC Railway Bridge with CFRP Utilizing a Full-Scale Failure Test and Finite-Element Analysis 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 001
    Author(s): Arto M. Puurula; Ola Enochsson; Gabriel Sas; Thomas Blanksvärd; Ulf Ohlsson; Lars Bernspång; Björn Täljsten; Anders Carolin; Björn Paulsson; Lennart Elfgren
    Publisher: American Society of Civil Engineers
    Abstract: A finite element (FE) model was calibrated using the data obtained from a full-scale test to failure of a 50 year old reinforced concrete (RC) railway bridge. The model was then used to assess the effectiveness of various ...
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