Determination of steel stresses in reinforced concrete structures from crack opening profile

Structural Health Monitoring and Intelligent Infrastructure - Proceedings of the 1st International Conference on Structural Health Monitoring and Intelligent Infrastructure

Volumn 2, Issue , 2003, Pages 739-746

  Nazmul, I M ^a   Matsumoto, T ^a  

^a UNIVERSITY OF TOKYO   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

CRACK OPENING; CRACK OPENING DISPLACEMENTS; DISPLACEMENT FIELD; ELASTIC STRAIN ENERGY; EXISTING REINFORCED CONCRETE; EXPERIMENTAL DATA; FORWARD ANALYSIS; FRACTURE MECHANICS THEORY; ILLUSTRATIVE EXAMPLES; INVERSE ANALYSIS; LINEAR ELASTIC; MONOTONIC LOADING; RC STRUCTURE; REGULARIZATION TECHNIQUE; STEEL STRESS; WEIGHT FUNCTION METHOD;

CONCRETE BUILDINGS; CRACKS; FRACTURE MECHANICS; REINFORCED CONCRETE; STRESS INTENSITY FACTORS;

STRUCTURAL HEALTH MONITORING;

EID: 84857742071     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (8)

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2. Bosco, C. & Carpinteri, A. 1992. Fracture behavior of beam cracked across reinforcement. Theoretical and applied fracture mechanics 17: 61-68.
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4. Carpinteri, A. & Carpinteri, A. 1984. Hysteretic behavior of RC beams. Journal of structural engineering 110(9): 2073-2084.
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6. Cox, B.N. & Marshall, D.B. 1991b. The determination of crack bridging forces. International journal of fracture 49: 159-176.
7. Kirsch, A. 1996. An introduction to the mathematical theory of inverse problems. Springer-Verlag New York, Inc.
8. Tada, H. 1973. The stress analysis of cracks handbook. Paris productions Inc. St. Louis, Missouri.