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DESIGN METHOD OF REINFORCED CONCRETE MEMBERS WITH THERMAL CRACKING

Research Project

Project/Area Number 03555105
Research Category

Grant-in-Aid for Developmental Scientific Research (B)

Allocation TypeSingle-year Grants
Research Field コンクリート工学・土木材料・施工
Research InstitutionUTSUNOMIYA UNIVERSITY

Principal Investigator

SATO Ryoichi  UTSUNOMIYA UNIVERSITY,FACULTY OF ENGINEERING,ASSOCIATE PROFESSOR, 工学部, 助教授 (20016702)

Co-Investigator(Kenkyū-buntansha) SOGO Shigeyuki  OHBAYASHI CORPORATION,TECHNICAL RESEARCH INSTITUTE,CHIEF RESEARCHER, 技術研究所, 主任研究員
UJIKE Isao  UTSUNOMIYA UNIVERSITY,FACULTY OF ENGINEERING,RESEARCH ASSOCIATE, 工学部, 助手 (90143669)
Project Period (FY) 1991 – 1992
Project Status Completed (Fiscal Year 1992)
Budget Amount *help
¥3,000,000 (Direct Cost: ¥3,000,000)
Fiscal Year 1992: ¥400,000 (Direct Cost: ¥400,000)
Fiscal Year 1991: ¥2,600,000 (Direct Cost: ¥2,600,000)
KeywordsTHERMAL STRESS / FREE FLEXURAL DEFORMATION / RESTRAINING MOMENT / CRACK WIDTH / REINFORCEMENT STRESS / FLEXURAL CAPACITY / DESIGN METHOD / 鉄筋コンクリ-ト / 温度ひびわれ / たわみ / 鉄筋ひずみ
Research Abstract

In order to help establish design method of reinforced concrete structure subjected to external load combined with thermal stress due to hydration heat of cement, investigations were performed experimentally and unmerically on thermal stress and flexural deformation of concrete beams constructed in two stages. Furthermore, the effect of thermal stress on reinforcement stress, crack width and yielding moment of the beams were investigated, which were restrained flexurally and perfectly, and thereafter loaded.
(1) The average curvatures at peak temperature and at stabilized temperature depend on rigidity of the first stage concrete. All three creep models (CEB/MC 90, JSCE,Iwaki et al) did not predict the average curvatures both at peak and at room temperature with satisfactory accuracy.
(2) Temperature change in young concrete block produced higher reinforcement stress and wider crack width in serviceability state than those in the companion beams cured in room temperature when residual flexural deformation was restrained perfectly, which were underestimated by conventional method.
(3) Larger existing block did not necessarily cause higher reinforcement stress as well as wider crack width due to temperature change than smaller one because residual flexural deformation of the beam with smaller existing block is considerably larger than that with larger one.
From the results the necessity considering the effects of thermal stress in serviceability limit state design for concrete members made in two stages were shown. The effects are estimated based on free flexural deformation, degree of restraint and flexural rigidity considering cracks of reinforced concrete members.

Report

(3 results)
  • 1992 Annual Research Report   Final Research Report Summary
  • 1991 Annual Research Report
  • Research Products

    (16 results)

All Other

All Publications (16 results)

  • [Publications] 佐藤良一: "温度ひびわれを有するRC部材の鉄筋応力度とひびわれ挙動" コンクリート工学年次論文報告集. Vol.14. 1137-1142 (1992)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] Ujiko Isao: "Properties of Bond at Early Ages" Proc.of International Conference on Bond in Concrete. Vol.2. 6-11-6-20 (1992)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] 伏見聡: "水和熱がRC部材の変形と力学性状に及ぼす影響に関する考察" コンクリート工学年次論文報告集. Vol.15. 1179-1184 (1993)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] 山下浩: "2層打設されたRC部材の自由曲げ変形と温度応力に関する実験的研究" コンクリート工学年次論文報告集. (投稿中)vol.16. (1994)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] Ryoichi SATO: "Deformations and Thermal Stresses OfConcrete Beams Constructed in Two Stages" International Symposium on Thermal Clacking in Concrete at Early Ages.RILEM.(in printing). (1994)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] Ryoichi Sato, Isao Ujike, Masaya Kimura and Hisashi Ito: "Behaviors of Reinforcement Stress and Cracking in Reinforced Concrete Members with Thermal Cracking" Proceedings of the Japan Concrete Institute. Vol.14, NO.1. 1137-1142 (1992)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] Isao Ujike, Ryoichi Sato, Shigeyuki Sogo and Walter H.Dilger: "Properties of Bond at Early Ages" Proceedings of International Conference on Bond in Concrete. VoL.2. 6-11-6-20 (1992)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] Satoshi Fushimi, Ryoichi Sato, Isao Ujike and Hiroshi Yamashita: "Effects of Hydration Heat of Cement on Deformation and Load-Induced Behaviors of Reinforced Concrete Members" Proceedings of the Japan Concrete Institute. Vol.15, No.1. 1179-1184 (1993)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] Hiroshi Yamashita, Ryoichi Sato, Isao Ujike and Yoshinori Izawa: "Experimental Study on Flexural Deformation and Thermal Stress of Reinforced Concrete Members Constructed in Two Stages" Proceedings of the Japan Concrete Institute. Vol.16, No.1 (in Printing). (1994)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] Ryoichi Sato, Walter H.Dilger and Isao Ujike: "Deformations and Thermal Stresses of Concrete Beams Constructed in Two Stages" International Symposium on Thermal Cracking in Concrete at Early Ages. (in Printing). (1994)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] 佐藤 良一: "温度ひびわれを有するRC部材の鉄筋応力度とひびわれ挙動" コンクリート工学年次論文報告集. Vol.14. 1137-1142 (1992)

    • Related Report
      1992 Annual Research Report
  • [Publications] Ujike Isao: "Properties of Bond at Early Ages" Proc.of International Conference on Bond in Concrete. Vol.2. 6-11-6-20 (1992)

    • Related Report
      1992 Annual Research Report
  • [Publications] 伏見 聡: "水和熱がRC部材の変形と力学性状に及ぼす影響に関する考察" コンクリート工学年次論文報告集. Vol.15. (1993)

    • Related Report
      1992 Annual Research Report
  • [Publications] 佐藤 良一: "RC部材の鉄筋応力度とひびわれ幅におよぼす温度応力の影響" コンクリ-ト工学年次論文報告集. 13. 857-862 (1991)

    • Related Report
      1991 Annual Research Report
  • [Publications] Ryoichi Sato: "Effect of Thermal Cracking on the Behaviors of Reinforced Concrete Members" International Symposium on Concrete Engineering. Vol.3. 1775-1780 (1991)

    • Related Report
      1991 Annual Research Report
  • [Publications] 佐藤 良一: "温度ひびわれを有するRC部材の鉄筋応力度とひびわれの挙動" コンクリ-ト工学年次論文報告集. 14. (1992)

    • Related Report
      1991 Annual Research Report

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Published: 1991-04-01   Modified: 2016-04-21  

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