Seismic pullout behavior of cast-in-place anchor bolts embedded in plain concrete: Damage plasticity based analysis-Reference-Cited by-同舟云学术

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Seismic pullout behavior of cast-in-place anchor bolts embedded in plain concrete: Damage plasticity based analysis

Published:2021-12 Issue: Volume:34 Page:479-486
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Shafei Erfan,Tariverdilo Saeed

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference26 articles.

1. Design of fastenings for use in concrete: the CEN/TS 1992-4 provisions;Mallée,2013

2. Concrete capacity design (CCD) approach for fastening to concrete;Fuchs;Struct J,1995

3. E. 1992-4, Eurocode 2: Design of concrete structures–part 4: Design of fastenings for use in concrete (2018).

4. Tensile-headed anchors with large diameter and deep embedment in concrete;Lee;ACI Struct J,2007

Cited by 11 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Influence of the flexural reinforcement in the concrete breakout strength of pairs of headed bars with edge and group effect;Engineering Structures;2024-10

2. Anchorage force transfer mechanism and bearing capacity theoretical of pawl bolt anchored in plain concrete;Construction and Building Materials;2024-08

3. Anchorage failure mechanism and uplift bearing capacity of L- & J-anchor bolts in plain concrete;Engineering Failure Analysis;2024-05

4. A parametric finite element study of concrete cone failure in headed bars under tensile loading;Latin American Journal of Solids and Structures;2024

5. Protection Level and Blast Response of Concrete Composite Wall Panels Made with Recycled Tyre Fibres in a Cement Matrix;2024

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