메뉴 건너뛰기




Volumn 23, Issue 3, 2018, Pages

Live-Load Testing and Long-Term Monitoring of the Varina-Enon Bridge: Investigating Thermal Distress

Author keywords

Concrete box girder bridge; Cracking; Segmental bridge; Thermal distress; Thermal gradient

Indexed keywords

BOX GIRDER BRIDGES; CONCRETE BRIDGES; CRACK INITIATION; LOAD TESTING; STEEL BRIDGES; STRESS INTENSITY FACTORS; THERMAL GRADIENTS;

EID: 85040571680     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)BE.1943-5592.0001200     Document Type: Article
Times cited : (20)

References (22)
  • 4
    • 85040602282 scopus 로고    scopus 로고
    • Drift in bonded foil strain gauge-based sensors
    • (Aug. 20, 2017)
    • Bowden, W. (2017). " Drift in bonded foil strain gauge-based sensors." HMB White Paper https://www.hbm.com/fileadmin/mediapool/files/technical-articles-technotes-white-papers/2016/BondedFoilStrainBasedSensors.WhtPpr.0224.pdf . (Aug. 20, 2017).
    • (2017) HMB White Paper
    • Bowden, W.1
  • 7
    • 84878367684 scopus 로고    scopus 로고
    • Live-load analysis of posttensioned box-girder bridges
    • Hodson, D., Barr, P., and, Halling, M. (2012). " Live-load analysis of posttensioned box-girder bridges." J. Bridge Eng., 10.1061/(ASCE)BE.1943-5592.0000302, 644-651.
    • (2012) J. Bridge Eng. , pp. 644-651
    • Hodson, D.1    Barr, P.2    Halling, M.3
  • 8
    • 0022115392 scopus 로고
    • Thermal effects in concrete bridge superstructures
    • Transportation Research Board, Washington, DC
    • Imbsen, R. A., Vandershof, E. E., Schamber, R. A., and, Nutt, R. V. (1985). " Thermal effects in concrete bridge superstructures." NCHRP Rep. 276, Transportation Research Board, Washington, DC.
    • (1985) NCHRP Rep. 276
    • Imbsen, R.A.1    Vandershof, E.E.2    Schamber, R.A.3    Nutt, R.V.4
  • 9
    • 84876731745 scopus 로고    scopus 로고
    • Mechanical property prediction for high early strength self-consolidating concrete
    • Kim, Y., Trejo, D., Atahan, H., and, Hueste, M. (2012). " Mechanical property prediction for high early strength self-consolidating concrete." J. Mater. Civ. Eng., 10.1061/(ASCE)MT.1943-5533.0000532, 1501-1512.
    • (2012) J. Mater. Civ. Eng. , pp. 1501-1512
    • Kim, Y.1    Trejo, D.2    Atahan, H.3    Hueste, M.4
  • 12
    • 84920854742 scopus 로고    scopus 로고
    • Field verification of simplified analysis procedures for segmental concrete bridges
    • Maguire, M., Moen, C., Roberts-Wollmann, C., and, Cousins, T. (2015). " Field verification of simplified analysis procedures for segmental concrete bridges." J. Struct. Eng., 10.1061/(ASCE)ST.1943-541X.0001111, D4014007.
    • (2015) J. Struct. Eng. , pp. D4014007
    • Maguire, M.1    Moen, C.2    Roberts-Wollmann, C.3    Cousins, T.4
  • 13
    • 85040619830 scopus 로고    scopus 로고
    • Distress of the Varina-Enon Bridge
    • Virginia Center for Transportation Innovation and Research, Charlottesville, VA
    • Maguire, M., Roberts-Wollmann, C., and, Cousins, T. (2016). " Distress of the Varina-Enon Bridge." Rep. 16-R22, Virginia Center for Transportation Innovation and Research, Charlottesville, VA.
    • (2016) Rep. 16-R22
    • Maguire, M.1    Roberts-Wollmann, C.2    Cousins, T.3
  • 14
    • 84911981736 scopus 로고    scopus 로고
    • Validation of stresses caused by thermal gradients in segmental concrete construction
    • Florida Dept. of Transportation. Tallahassee, FL
    • Mahama, F., Walter, D., Currier, N., Hamilton, H., and, Consolazio, G. (2009). " Validation of stresses caused by thermal gradients in segmental concrete construction." Rep. 00030906, Florida Dept. of Transportation. Tallahassee, FL.
    • (2009) Rep. 00030906
    • Mahama, F.1    Walter, D.2    Currier, N.3    Hamilton, H.4    Consolazio, G.5
  • 16
    • 4243258344 scopus 로고
    • Response of highway bridges to nonlinear temperature distributions
    • Univ. of Illinois at Urbana-Champaign, Urbana-Champaign, IL
    • Potgieter, I. C., and, Gamble, W. L. (1983). " Response of highway bridges to nonlinear temperature distributions." Rep. No. FHWA/IL/UI- 201, Univ. of Illinois at Urbana-Champaign, Urbana-Champaign, IL.
    • (1983) Rep. No. FHWA/IL/UI- 201
    • Potgieter, I.C.1    Gamble, W.L.2
  • 17
    • 0343346657 scopus 로고
    • Measurement based revisions for segmental bridge design criteria
    • Center for Transportation Research, Univ. of Texas at Austin, Austin, TX
    • Roberts, C. L., Breen, J. E., and, Kreger, M. E. (1993). " Measurement based revisions for segmental bridge design criteria." Research Rep. 1234-3F, Center for Transportation Research, Univ. of Texas at Austin, Austin, TX.
    • (1993) Research Rep. 1234-3F
    • Roberts, C.L.1    Breen, J.E.2    Kreger, M.E.3
  • 18
    • 10944259435 scopus 로고    scopus 로고
    • Measurements of thermal gradients and their effects on segmental concrete bridge
    • Roberts-Wollman, C. L., Breen, J., and, Cawrse, J. (2002). " Measurements of thermal gradients and their effects on segmental concrete bridge." J. Bridge Eng., 10.1061/(ASCE)1084-0702(2002)7:3(166), 166-174.
    • (2002) J. Bridge Eng. , pp. 166-174
    • Roberts-Wollman, C.L.1    Breen, J.2    Cawrse, J.3
  • 21
    • 0032118485 scopus 로고    scopus 로고
    • Design of segmental bridges for thermal gradient
    • Shushkewich, K. W. (1998). " Design of segmental bridges for thermal gradient." PCI J., 43 (4), 120-137. 10.15554/pcij.07011998.92.120.137
    • (1998) PCI J. , vol.43 , Issue.4 , pp. 120-137
    • Shushkewich, K.W.1
  • 22
    • 85040550952 scopus 로고    scopus 로고
    • Measured behavior of a curved precast segmental concrete bridge erected by balanced cantilevering
    • Univ. of Texas at Austin, Austin, TX
    • Thompson, M. K., Davis, R. T., Breen, J. E., and, Kreger, M. E. (1998). " Measured behavior of a curved precast segmental concrete bridge erected by balanced cantilevering." Rep. No. FHWA/TX-98/1404-2, Univ. of Texas at Austin, Austin, TX.
    • (1998) Rep. No. FHWA/TX-98/1404-2
    • Thompson, M.K.1    Davis, R.T.2    Breen, J.E.3    Kreger, M.E.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.