Numerical and Experimental Analysis of Full Scale Arches Reinforced with GFRP Materials

E-ISSN： 1662-9795|2014|624|502-509

ISSN： 1013-9826

Source： Key Engineering Materials, Vol.2014, Iss.624, 2014-10, pp. : 502-509

Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.

Previous Menu Next

Abstract

Related content

Numerical Analysis of Reinforced Concrete Beam Strengthened with CFRP or GFRP Laminates

Key Engineering Materials, Vol. 2016, Iss. 707, 2016-10 ,pp. : 51-59

Trans Tech Publications

Access to resources Recommend Favorite

Experimental and Numerical Analysis of Tensile Properties of Textile Reinforced Concrete with Steel Fibres

Key Engineering Materials, Vol. 2016, Iss. 722, 2017-02 ,pp. : 275-280

Trans Tech Publications

Access to resources Recommend Favorite

Structural Behaviour of Historical Stone Arches and Vaults: Experimental Tests and Numerical Analyses

Key Engineering Materials, Vol. 2014, Iss. 628, 2015-01 ,pp. : 43-48

Trans Tech Publications

Access to resources Recommend Favorite

In Situ-Tests and Advanced Numerical Modelling for Masonry Arches Retrofitted with Steel Reinforced Grout

Key Engineering Materials, Vol. 2017, Iss. 747, 2017-08 ,pp. : 242-249

Trans Tech Publications

Access to resources Recommend Favorite

Numerical and Experimental Analysis of the Nonlinear Response of Reinforced Concrete Frame Structure from Seismic Effects

Key Engineering Materials, Vol. 2017, Iss. 738, 2017-07 ,pp. : 205-214

Trans Tech Publications

Access to resources Recommend Favorite