Load-Carrying Performance and Hydrostatic Tests of Encapsulated Anchor Systems for Unbonded Post-Tensioning Single-Strands

被引:3
作者
Cho, Ah Sir [1 ]
Kang, Thomas H. -K. [1 ]
机构
[1] Seoul Natl Univ, Dept Architecture & Architectural Engn, Seoul, South Korea
基金
新加坡国家研究基金会;
关键词
post-tensioned anchor; encapsulation; corrosion; durability; unbonded; performance test; static load test; fatigue test; hydrostatic test; CONCRETE BEAMS; STRESS;
D O I
10.1186/s40069-018-0233-z
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
ACI 318-14 and 423.7-14 require the use of encapsulation system for an unbonded single-strand tendon for the purpose of corrosion protection and enhanced durability. In this study, load-carrying performance and hydrostatic tests were conducted for a newly developed, unbonded post-tensioning (PT) anchor with encapsulation, following the guidelines put forth in KCI-PS101 and ACI 423.7-14. The static load and fatigue tests as part of this study were used to evaluate the anchorage system behavior under static and cyclic loads, respectively. The hydrostatic test was used to demonstrate that the encapsulation system withstood at least 9.3 kPa of water pressure in a 24 h period according to ACI 423.7-14, and thus has been proven to promote the durability of unbonded PT single-strand tendons. Additionally, the push-in and jacking tests were used to assess the compressive and tensile strengths of the anchor as used in the field. Although these tests were not performed to failure for safety reasons, the anchor endured at least 1.18 and 1.02 times the nominal ultimate strength of a strand in each test, respectively. The authors' previous load transfer tests were also reported in this paper, showing that test specimens with only two horizontal backup bars were capable of resisting at least 1.7 times the nominal ultimate strength of a strand. Based on the favorable results from the load-carrying performance and hydrostatic tests, the developed encapsulated anchor systems are being applied in actual practice as an economically feasible option in Korean PT industry and are expected to improve the corrosion resistance and durability of post-tensioned structures.
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页数:10
相关论文
共 24 条
[1]  
[Anonymous], 2014, ACI 318 14
[2]  
Architectural Institute of Korea, 2016, KBC 2016 KOR BUILD C
[3]  
EOTA, 2013, EUR TECHN APPR ETA 0
[4]  
EOTA, 2002, GUID EUR TECHN APPR
[5]  
Hayes Industries Ltd, 2014, HYDR TEST ENC SYST
[6]  
ICC-ES, 2011, ACC CRIT POSTT ANCH
[7]  
Joint ACI-ASCE Committee 423, 2014, ACI 423 7 14 SPEC UN
[8]  
Joint ACI-ASCE Committee 423, 2007, ACI 423 7 07 SPEC UN
[9]  
조아서, 2017, [JOURNAL OF THE KOREAN ASSOCIATION FOR AND SPATIAL STRUCTURES, 한국공간구조학회지], V17, P59, DOI 10.9712/KASS.2017.17.1.059
[10]  
조아서, 2015, [Journal of the Korea Concrete Institute, 콘크리트학회 논문집], V27, P11, DOI 10.4334/JKCI.2015.27.1.011