Strength of Anchor Bolts in Grouted Concrete Masonry

Author:

Brown Russell H.,Whitlock A. Rhett

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference7 articles.

1. “Hollow Load‐Bearing Concrete Masonry Units ” American Society for Testing and Materials ASTM C90‐75 Philadelphia Pa.

2. “Mortar for Unit Masonry ” American Society for Testing and Materials ASTM C270‐73 Philadelphia Pa.

3. “Mortar and Grout for Reinforced Masonry ” American Society for Testing and Materials ASTM C476‐71 Philadelphia Pa.

4. “Grout for Concrete Masonry Walls ” National Concrete Masonry Association NCMA‐TEK 23A Herndon Va.

5. “Building Code Requirements for Concrete Masonry Structures (ACI 531‐79) ” ACI Committee 531 American Concrete Institute Detroit 1979 p. 47.

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1. Shear strength of an anchor post-installed into a hardened concrete member;Engineering Structures;2024-03

2. Mechanical modelling of the axial behaviour of traditional masonry wall metal tie connections in cavity walls;Construction and Building Materials;2021-12

3. Design of anchor bolts in masonry;Progress in Structural Engineering and Materials;2006

4. Comprehensive Model for Embedded Plates;Journal of Structural Engineering;2000-05

5. Strength of Epoxy‐Grouted Anchor Bolts in Concrete;Journal of Structural Engineering;1987-12

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