Concrete Masonry Prism and Wall Flexural Bond Strength Using Conventional Masonry Mortars

2009 ◽  
pp. 350-350-12 ◽  
Author(s):  
JH Matthys
Keyword(s):  
Bond Strength ◽  
Concrete Masonry ◽  
Flexural Bond Strength ◽  
Masonry Prism

Influence of the Blocks and Mortar’s Compressive Strength on the Flexural Bond Strength of Concrete Masonry

2018 ◽  
pp. 565-574
Author(s):  
Gustavo H. Nalon ◽  
Rita de C. S. S. Alvarenga ◽  
Leonardo G. Pedroti ◽  
Marcelo A. Alves ◽  
Roseli O. G. Martins ◽  
...  
Keyword(s):  
Compressive Strength ◽  
Bond Strength ◽  
Concrete Masonry ◽  
Flexural Bond Strength

scholarly journals Strengthening of Brick Masonry with Welded Wire Mesh

2018 ◽  
Vol 7 (3.12) ◽  
pp. 133
Author(s):  
V Umamaheswari ◽  
S Kanchidurai ◽  
P A. Krishnan ◽  
K Baskar
Keyword(s):  
Bond Strength ◽  
Low Cost ◽  
Strength Test ◽  
Brick Masonry ◽  
Wire Mesh ◽  
Seismic Region ◽  
Development Method ◽  
Flexural Bond Strength ◽  
Wire Meshes ◽  
Masonry Prism

Unreinforced brickwork (URM) is the most established development method. URM being weak can't withstand the parallel burdens amid a seismic region. Consequently, it is important to locate an appropriate low-cost technique to fortify existing brickwork structures. In this paper flexural bond strength test was conducted on the rectangular brick masonry prisms with two types of welded wire meshes (epoxy coated mesh with the spacing of 12mm and galvanized iron wire mesh with the spacing of 15mm). Masonry prisms were cast and tested as per the guidelines are given in ASTM E518 /E518-15 standards. The results of the flexural bond strength embedded masonry prism show greater when comparing the prisms with no mesh embedment.

Flexural Bond Strength of Concrete Masonry Prisms Using Masonry Cement Mortars

2009 ◽  
pp. 152-152-13 ◽  
Author(s):  
JM Melander ◽  
SK Ghosh ◽  
VS Dubovoy ◽  
EG Hedstrom ◽  
RE Klingner
Keyword(s):  
Bond Strength ◽  
Concrete Masonry ◽  
Cement Mortars ◽  
Flexural Bond Strength

scholarly journals Strengthening of Unreinforced Masonry with Fibre Reinforced Concrete

2018 ◽  
Vol 7 (3.12) ◽  
pp. 550
Author(s):  
S Gayathri ◽  
S Kanchidurai ◽  
P A. Krishanan ◽  
K Baskar
Keyword(s):  
Experimental Study ◽  
Bond Strength ◽  
Steel Fibre ◽  
Unreinforced Masonry ◽  
Strength Test ◽  
Geometrical Parameters ◽  
Masonry Buildings ◽  
Fibre Reinforced Concrete ◽  
Flexural Bond Strength ◽  
Masonry Prism

Unreinforced Masonry buildings are vulnerable because the walls and parapets aren’t securely tried to the floors and roof. In an earthquake, parapets can break away, walls pull apart and the floors collapse. This paper presents the experimental study performed on the flexural bond strength of unreinforced brick masonry prism. Different percentage (1%, 2%, and 3%) of Hooked Steel Fibre was used. One of the most geometrical parameters of fibres is their length, diameter and aspect ratio. Masonry prism will be cast and tested as per the guidelines are given in ASTM E518/E518-15. The results of the flexural bond strength test of prisms with and without fibre discussed.

scholarly journals Effect of corrosion on flexural bond strength

2014 ◽  
Vol 4 (3) ◽  
Author(s):  
Akshatha Shetty ◽  
Katta Venkataramana ◽  
K.S. Babu Narayan
Keyword(s):  
Bond Strength ◽  
Flexural Bond Strength
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