Shear database for reinforced concrete members without shear reinforcement

ACI Structural Journal

Volumn 100, Issue 2, 2003, Pages 240-249

  Reineck, Karl Heinz ^a   Kuchma, Daniel A ^b   Kim, Kang Su ^b   Marx, Sina ^a  

^a UNIVERSITY OF STUTTGART   (Germany)

^b UNIVERSITY OF ILLINOIS AT URBANA CHAMPAIGN   (United States)

Author keywords

Reinforced concrete; Shear strength; Test

Indexed keywords

BENDING STRENGTH; CODES (SYMBOLS); COMPRESSIVE STRENGTH; DATABASE SYSTEMS; FAILURE ANALYSIS; SHEAR STRENGTH;

SHEAR REINFORCEMENT;

REINFORCED CONCRETE;

EID: 0038172615     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (16)

1. ACI Committee 318, 1999, "Building Code Requirements for Structural Concrete (ACI 318-99) and Commentary (318 R-99)," American Concrete Institute, Farmington Hills, Mich., 369 pp.
2. CEB Bulletin 228, 1995, "High-Performance Concrete: Recommended Extensions to Model Code 90, Research Needs," CEB, Lausanne, 60 pp.
3. CEB Bulletin 237, 1997, "Concrete Tension and Size Effects," CEB, Lausanne, 258 pp.
4. CEB-FIP MC 90, 1993, "Design of Concrete Structures," Thomas Telford.
5. DIN 1045-1, 2001, "Concrete, Reinforced and Prestressed Concrete Structures - Part 1: Design," pp, 1-145.
6. fib Bulletin 12, 2001, "Punching of Structural Concrete Slabs," Technical Report, fib, Lausanne, Apr., 307 pp.
7. EC2, 1992, "Eurocode 2: Design of Concrete Structures - Part I: General Rules and Rules for Buildings," DD ENV 1992-1-1, BSI, 253 pp.
8. FIP Recommendations, 1999, "Practical Design of Structural Concrete, FIP-Commission 3, SETO, London, Sept., 113 pp. (distributed by fib, Lausanne)
9. Joint ACI-ASCE Committee 445, 1998, "Recent Approaches to Shear Design of Structural Concrete: State-of-the-Art-Report," Journal of Structural Engineering, ASCE, V. 124, No. 12, pp 1375-1417.
10. Kani, G. N. J., 1964, "The Riddle of Shear Failure and Its Solution," ACI JOURNAL, Proceedings V. 61, No. 4, Apr., pp. 441-467. (discussion in Dec. 1964, pp. 1587-1636)
11. Kani, G. N. J., 1966, "Basic Facts Concerning Shear Failure," ACI JOURNAL, Proceedings V. 63, No. 6, June, pp. 675-692. (discussion in V. 63, Dec. 1966, pp. 1518-1528)
12. Kuchma, D., 2000, http://www.ce.uiuc.edu/kuchma/sheardatabank.
13. Reineck, K.-H., 1990, "Ein Mechanisches Modell für den Querkraftbereich von Stahlbetonbauteilen (Mechanical Model for the Behavior of Reinforced Concrete Members in Shear)," PhD thesis, University of Stuttgart, Feb., pp. 1-273.
14. Reineck, K.-H., 1991, "Ultimate Shear Force of Structural Concrete Members without Transverse Reinforcement Derived from a Mechanical Model," ACI Structural Journal, V. 88, No. 5, Sept.-Oct., pp. 592-602.
15. Reineck, K.-H., 1999, "Shear Design of Members without Transverse Reinforcement in DIN 1045-1," Final Research Report for DIBt, Project IV 1-5-876/98, Chapter 3 and Appendixes, Aachen, University of Leipzig, TU München, University of Stuttgart, Dec. (in German)
16. Staller, M. A., 2001, "Analytical Studies and Numerical Analysis of Punching Failure in Point-Supported Reinforced Concrete Slabs," Deutscher Ausschuss für Stahlbeton, V. 515, Beuth, Berlin, 155 pp. (in German)