Nondestructive Testing Procedure to Evaluate the Load-Carrying Capacity of Concrete Anchors-Reference-Cited by-同舟云学术

Nondestructive Testing Procedure to Evaluate the Load-Carrying Capacity of Concrete Anchors

Published:2016-05 Issue:5 Volume:142 Page:04015104
ISSN:0733-9364
Container-title:Journal of Construction Engineering and Management
language:en
Short-container-title:J. Constr. Eng. Manage.

Author:

Saleem Muhammad¹,Al-Kutti Walid A.²,Al-Akhras Nabil M.³,Haider Hassan⁴

Affiliation:

1. Assistant Professor, Dept. of Basic Engineering, College of Engineering, Univ. of Dammam, P.O. Box 1982, Dammam 31451, Eastern Province, Kingdom of Saudi Arabia (corresponding author).

2. Assistant Professor, Dept. of Construction Engineering, Univ. of Dammam, P.O. Box 1982, Dammam 31451, Eastern Province, Kingdom of Saudi Arabia.

3. Associate Professor, Dept. of Construction Engineering, College of Engineering, Univ. of Dammam, P.O. Box 1982, Dammam 31451, Eastern Province, Kingdom of Saudi Arabia.

4. Dept. of Construction Engineering, Univ. of Dammam, P.O. Box 1982, Dammam 31451, Eastern Province, Kingdom of Saudi Arabia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Strategy and Management,Industrial relations,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CO.1943-7862.0001105

Reference20 articles.

1. The shear strength of rock joints in theory and practice

2. Brozovsky J. and Zach J. (2011). “Influence of surface preparation method on the concrete rebound number obtained from impact hammer test.” 5th Pan American Conf. for Non Destructive Testing Mexican Institute of Non-Destructive Testing A.C (IMENDE) Mexico 234–239.

3. Evaluation of empirical methods for measuring the uniaxial compressive strength of rock

4. Bond stress model for design of adhesive anchors;Cook R. A.;ACI Struct. J.,1993

5. Behavior and design of single adhesive anchors under tensile load in uncracked concrete;Cook R. A.;ACI Struct. J.,1998

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