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      KCI등재 SCIE SCOPUS

      FE analyses and prediction of bursting forces in post-tensioned anchorage zone

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      https://www.riss.kr/link?id=A105046292

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      다국어 초록 (Multilingual Abstract)

      To improve the design equation for the evaluation of the bursting force in the post-tensioned anchorage zone, this paper presents the analyses and design of the post-tensioned (PT) anchorage zone on the basis of three dimensional (3D) finite element (...

      To improve the design equation for the evaluation of the bursting force in the post-tensioned anchorage zone, this paper presents the analyses and design of the post-tensioned (PT) anchorage zone on the basis of three dimensional (3D) finite element (FE) analyses. The structural behavior was investigated through linear elastic finite element analyses upon consideration of the change in design parameters such as the bearing plate size, the eccentricity, and the tendon inclination. Moreover, consideration of the duct hole, which causes an increase of the bursting stress with a change in its distribution along the anchorage zone as well, is emphasized. Since that an exact prediction of the bursting force is the primary interest in design practice, additional parametric analyses are carried out to evaluate the relative contribution of all design parameters in determining the bursting force, and a comparison with the design guidelines mentioned in AASHTO-LRFD has been provided. Finally, an improved design guideline that takes into account the influence by the duct hole is suggested.

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      참고문헌 (Reference)

      1 김진국, "직사각형 정착장치 적용 바닥판 정착부의 거동특성 분석" 한국방재학회 14 (14): 67-76, 2014

      2 최규형, "원형 정착구를 적용한 프리스트레스트 콘크리트 정착구역의 파열력에 관한 연구" 한국구조물진단유지관리공학회 19 (19): 3-12, 2015

      3 Robinson, B., "Using steel fiber reinforced concrete in post-tensioned anchorage zones" 2009

      4 Zhou, L., "Transverse bursting stresses due to horizontally curved tendons in the top slab of box girders" 21 (21): 1-10, 2016

      5 Schlaich, J., "Toward a consistent design of structural concrete" 32 (32): 74-150, 1987

      6 denColln Uijl, J.A., "Tensile stresses in the transmission zones of hollow-core slabs prestressed with pretensioned strands" 1983

      7 O'Callaghan, M.R., "Tensile stresses in the end regions of pretensioned I-beams at release" The University of Texas 2008

      8 Jo, B., "Structural behavior of cable anchorage zones in prestressed concrete cable-stayed bridge" 29 (29): 171-180, 2002

      9 Oh, B.H., "Stress distribution and cracking behavior at anchorage zones in prestressed concrete members" 94 (94): 549-557, 1997

      10 Oh, B.H., "Stress distribution and crack control at anchorage zones in prestressed concrete box-girder bridge members" 15 (15): 325-336, 1995

      1 김진국, "직사각형 정착장치 적용 바닥판 정착부의 거동특성 분석" 한국방재학회 14 (14): 67-76, 2014

      2 최규형, "원형 정착구를 적용한 프리스트레스트 콘크리트 정착구역의 파열력에 관한 연구" 한국구조물진단유지관리공학회 19 (19): 3-12, 2015

      3 Robinson, B., "Using steel fiber reinforced concrete in post-tensioned anchorage zones" 2009

      4 Zhou, L., "Transverse bursting stresses due to horizontally curved tendons in the top slab of box girders" 21 (21): 1-10, 2016

      5 Schlaich, J., "Toward a consistent design of structural concrete" 32 (32): 74-150, 1987

      6 denColln Uijl, J.A., "Tensile stresses in the transmission zones of hollow-core slabs prestressed with pretensioned strands" 1983

      7 O'Callaghan, M.R., "Tensile stresses in the end regions of pretensioned I-beams at release" The University of Texas 2008

      8 Jo, B., "Structural behavior of cable anchorage zones in prestressed concrete cable-stayed bridge" 29 (29): 171-180, 2002

      9 Oh, B.H., "Stress distribution and cracking behavior at anchorage zones in prestressed concrete members" 94 (94): 549-557, 1997

      10 Oh, B.H., "Stress distribution and crack control at anchorage zones in prestressed concrete box-girder bridge members" 15 (15): 325-336, 1995

      11 C. Liu, "Reinforcement design for the anchorage of externally prestressed bridges with “tensile stress region”" 사단법인 한국계산역학회 11 (11): 383-397, 2013

      12 Haroon, S., "Posttensioned anchorage zone enhancement with fiber-reinforced concrete" 11 (11): 566-572, 2006

      13 Sanders, D.H., "Post-tensioned anchorage zones with single straight concentric Anchorages" 94 (94): 146-158, 1997

      14 최규천, "PSC I 거더의 정착부 파열거동 평가" 대한토목학회 30 (30): 329-336, 2010

      15 Okumus, P., "Nonlinear finite element modeling of cracking at ends of pretensioned bridge girders" 40 : 267-275, 2012

      16 Songwut, H., "Linear and nonlinear finite element analyses of anchorage zones in post-tensioned concrete structures" Virginia Polytechnic Institute and State University 2004

      17 Sahoo, D.K., "Investigation of dispersion of compression in bottle-shaped struts" 106 (106): 178-186, 2009

      18 He, Z., "Investigation of bursting forces in anchorage zones: compression-dispersion models and unified design equation" 16 (16): 820-827, 2011

      19 Hou, D.W., "Investigation and improvement of strut-and-tie model for design of end anchorage zone in post-tensioned concrete structure" 136 : 482-494, 2017

      20 Jin-Kook Kim, "Influence of steel fiber and reinforcing details on the ultimate bearing strength of the post-tensioning anchorage zone" 국제구조공학회 59 (59): 867-883, 2016

      21 Zhou, L.Y., "Further investigation of transverse stresses and bursting forces in post-tensioned anchorage zones" 16 (16): 84-92, 2015

      22 CEB-FIP Model Code, "Fib Model Code for Concrete Structures"

      23 Kim, J.K., "Experimental evaluation of transfer length in pretensioned concrete beams using 2,400-MPa prestressed strands" 142 (142): 4016088-, 2016

      24 Yun, Y.M., "Evaluation of ultimate strength of posttensioned anchorage zones" 3 (3): 149-159, 2005

      25 Stone, W.C., "Behavior of post-tensioned girder anchorage zones" 29 (29): 64-109, 1984

      26 Shen, S.L., "Assessment of internal forces for intermediate anchorage zone of post-tensioned concrete structure" 64 : 370-378, 2014

      27 Fenwick, R.C., "Anchorage zones in prestressed concrete members" 38 (38): 77-89, 1986

      28 Wollmann, G.P., "Anchorage zones in post-tensioned concrete structure" The University of Texas 1992

      29 Yettram, A.L., "Anchorage zone stresses in post-tensioned uniform members with eccentric and multiple anchorages" 22 (22): 209-218, 1970

      30 Breen, J.E., "Anchorage zone reinforcement for post-tensioned concrete girders" 1994

      31 Wollmann, G.P., "Anchorage of external tendons in end diaphragms" 5 (5): 208-215, 2000

      32 Burdet, O., "Analysis and design of anchorage zones in post-tensioned concrete bridges" The University of Texas 1990

      33 M. Sonmez, "An investigation of anchorage to the edge of steel plates bonded to RC structures" 국제구조공학회 22 (22): 25-43, 2016

      34 Douglas, D.J., "An examination of the stresses in the anchorage zone of a post-tensioned prestressed concrete beam" 12 (12): 9-18, 1960

      35 "ACI 318, Building Code Requirements for Structural Concrete and Commentary" American Concrete Instituete 2014

      36 Dassault Systemes, "ABAQUS Online User Manual Version 6.13-1" 2013

      37 AASHTO LRFD, "AASHTO LRFD Bridge Design Specifications" 2012

      38 Sundara Raja Iyengar, K.T., "A threedimensional stress distribution problem in the anchorage zone of a post-tensioned concrete beam" 18 (18): 75-84, 1966

      39 Adeghe, L.N., "A finite element model for studying reinforced concrete detailing problems" The University of Toronto 1987

      40 Al-saadoun, S.S., "A Three-dimensional photoelastic investigation of the stress distribution in the anchorage zone of post- tensioned beams" King Fahd University of Petroleum and Minerals 1980

      41 Jian-Li Zhao, "A Design Approach for the Interior Anchorage Zone of Post-tensioned Concrete Structure" 대한토목학회 15 (15): 487-495, 2011

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      2021 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-12-01 평가 등재 탈락 (해외등재 학술지 평가)
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      2013-10-01 평가 SCOPUS 등재 (등재유지) KCI등재
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      2011-01-01 평가 등재후보학술지 유지 (기타) KCI등재후보
      2005-01-01 평가 SCIE 등재 (신규평가) KCI등재후보
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.72 0.07 0.53
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
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