Numerical study on masonry load bearing walls retrofitted with GFRP composites

Composites in Civil Engineering, CICE 2006

Volumn , Issue , 2020, Pages 399-403

  Prakash, S S ^a   Alagusundaramoorthy, P ^b  

^a MISSOURI UNIVERSITY OF SCIENCE AND TECHNOLOGY   (United States)

^b INDIAN INSTITUTE OF TECHNOLOGY MADRAS   (India)

Author keywords

Finite element modeling; FRP composites; Load bearing walls; Masonry; Retrofitting

Indexed keywords

ASPECT RATIO; BEARINGS (MACHINE PARTS); COMPRESSIVE STRENGTH; FIBER REINFORCED PLASTICS; MASONRY CONSTRUCTION; RETAINING WALLS; WALLS (STRUCTURAL PARTITIONS);

BRICK MASONRY WALLS; FIBER REINFORCED POLYMER COMPOSITES; LOAD BEARING WALLS; MASONRY STRUCTURES; PARAMETRIC STUDY; SEISMIC PERFORMANCE; SHEAR RESISTANCES; STRENGTHENING TECHNIQUE;

MASONRY MATERIALS;

EID: 85085862346     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (6)

1. Lourenco, P.B. (1996). “Computational strategies for masonry structures.” TU-Delft, ISBN 90-407-1221-2.
2. Page, A.W. (1978). “Finite element model for masonry.” Journal of structural division, 104(8), 1267-1285.
3. Lofti, H.R., Shing, P.B. (1991). “An appraisal of smeared crack models for masonry shear wall analysis”, Computers and Structures 41(3), 413-425.
4. Giordano, A., Mele, E. and De Luca, A. (2002). “Modeling of historical masonry structures: comparison of different approaches through a case study”, Engineering structures, 24(2002), 1057-1069.
5. Hibbit, D., Karlson, B. and Sorensen, P. (2002). ABAQUS/ Standard theory manual.
6. BS 2782-10: Method 1006. Methods of testing plastics, glass reinforced plastics: determination of tensile properties, 1996”.