Experimental Investigation of the Tensile Capacity for Anchor Groups with Different Spacing Between Cast-in-Place Headed Anchors of High Strength and Deep Embedment

Author:

Qian Zeng-zhenORCID,Lu Xian-longORCID,Sheng Ming-qiang

Funder

the Fundamental Research Funds for Central Universities

the State Grid Corporation of China

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Reference27 articles.

1. Nilforoush, R.: Numerical and experimental evaluations of load-carrying capacity of cast-in-place headed anchors and post-installed adhesive anchors. Ph.D. Dissertation, Luleå University of Technology, Luleå, Sweden, (2017)

2. Cannon, R.W.; Godfrey, D.A.; Moreadith, F.L.: Guide to the design of anchor bolts and other steel embedments. Concr. Int. 3(7), 28–41 (1981)

3. Cannon, R.W.: Straight talk about anchorage to concrete–Part I. ACI Struct. J. 92(6), 581–586 (1995)

4. Cook, R.A.; Collins, D.M.; Klingner, R.E.; Polyzois, D.: Load-deflection behavior of cast-in-place and retrofit concrete anchors. ACI Struct. J. 89(6), 639–649 (1992)

5. Fuchs, W.; Eligehausen, R.; Breen, J.E.: Concrete capacity design (CCD) approach for fastening to concrete. ACI Struct. J. 92(1), 73–94 (1995)

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