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Volumn 100, Issue 2, 2003, Pages 222-230

Behavior and design of single, headed and unheaded, grouted anchors under tensile load

Author keywords

Adhesives; Anchor; Anchor bolt; Bond; Fastener; Grout

Indexed keywords

ADHESIVES; ANCHORAGES (CONCRETE CONSTRUCTION); GROUTING; STRUCTURAL LOADS; TENSILE TESTING;

EID: 0038172619     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (59)

References (13)
  • 1
    • 0029184489 scopus 로고
    • Concrete capacity design (CCD) approach for fastening to concrete
    • Jan.-Feb.
    • Fuchs, W.; Eligehausen; R.; and Breen, J. E., "Concrete Capacity Design (CCD) Approach for Fastening to Concrete," ACI Structural Journal, V. 92, No. 1, Jan.-Feb. 1995, pp. 73-94.
    • (1995) ACI Structural Journal , vol.92 , Issue.1 , pp. 73-94
    • Fuchs, W.1    Eligehausen2    , R.3    Breen, J.E.4
  • 2
    • 0031701749 scopus 로고    scopus 로고
    • Behavior and design of single adhesive anchors under tensile load in uncracked concrete
    • Jan.-Feb.
    • Cook, R. A.; Kunz, J.; Fuchs, W.; and Konz, R. C., "Behavior and Design of Single Adhesive Anchors under Tensile Load in Uncracked Concrete," ACI Structural Journal, V. 95, No. 1, Jan.-Feb. 1998, pp. 9-26.
    • (1998) ACI Structural Journal , vol.95 , Issue.1 , pp. 9-26
    • Cook, R.A.1    Kunz, J.2    Fuchs, W.3    Konz, R.C.4
  • 3
    • 0038493234 scopus 로고    scopus 로고
    • Tragverhalten und bemessung von chemischen befestigungen
    • Kunz, J.; Cook, R. A.; Fuchs, W.; and Spieth, H., "Tragverhalten und Bemessung von Chemischen Befestigungen (Load Bearing Behavior and Design of Adhesive Anchors)," Beton-und Stahlbetonbau 93, V. 1, 1998, pp. 15-19, V. 2, pp. 44-49.
    • (1998) Beton-und Stahlbetonbau 93 , vol.1-2 , pp. 15-19
    • Kunz, J.1    Cook, R.A.2    Fuchs, W.3    Spieth, H.4
  • 4
    • 0030243738 scopus 로고    scopus 로고
    • Pullout simulation of postinstalled chemically bonded anchors
    • ASCE, Sept
    • McVay, M.; Cook, R. A.; and Krishnamurthy, K., "Pullout Simulation of Postinstalled Chemically Bonded Anchors," Journal of Structural Engineering, ASCE, V. 122, No. 9, Sept, 1996, pp. 1016-1024.
    • (1996) Journal of Structural Engineering , vol.122 , Issue.9 , pp. 1016-1024
    • McVay, M.1    Cook, R.A.2    Krishnamurthy, K.3
  • 7
    • 0004043736 scopus 로고
    • Precast/Prestressed Concrete Institute, Chicago
    • PCI Design Handbook, 4th Edition, Precast/Prestressed Concrete Institute, Chicago, 1992.
    • (1992) PCI Design Handbook, 4th Edition
  • 9
    • 0027869064 scopus 로고
    • Behavior of chemically bonded anchors
    • ASCE, Sept.
    • Cook, R. A., "Behavior of Chemically Bonded Anchors," Journal of Structural Engineering, ASCE, V. 119, No. 9, Sept. 1993, pp. 2744-2762.
    • (1993) Journal of Structural Engineering , vol.119 , Issue.9 , pp. 2744-2762
    • Cook, R.A.1
  • 10
    • 0037479461 scopus 로고    scopus 로고
    • Standard test method for strength of anchors in concrete and masonry elements
    • ASTM, Philadelphia, Pa.
    • ASTM E 488-96, "Standard Test Method for Strength of Anchors in Concrete and Masonry Elements," ASTM Book of Standards, Part 04.01, ASTM, Philadelphia, Pa., pp. 57-64.
    • ASTM Book of Standards, Part 04.01 , pp. 57-64
  • 11
    • 0038493259 scopus 로고    scopus 로고
    • Standard test method for testing bond performance of adhesive-bonded anchors
    • ASTM, Philadelphia
    • ASTM E 1512-93, "Standard Test Method for Testing Bond Performance of Adhesive-Bonded Anchors," ASTM Book of Standards, Part 04.01, ASTM, Philadelphia, pp. 592-595.
    • ASTM Book of Standards, Part 04.01 , pp. 592-595
  • 12
    • 0035241301 scopus 로고    scopus 로고
    • Factors influencing bond strength of adhesive anchors
    • Jan.-Feb.
    • Cook, R. A., and Konz, R. C., "Factors Influencing Bond Strength of Adhesive Anchors," ACI Structural Journal, V. 98, No. 1, Jan.-Feb. 2001, pp. 76-86.
    • (2001) ACI Structural Journal , vol.98 , Issue.1 , pp. 76-86
    • Cook, R.A.1    Konz, R.C.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.