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Deterioration Process and Evaluation of Strengthening Methods for Reinforced Concrete Bridge Deck

Deterioration Process and Evaluation of Strengthening Methods for Reinforced Concrete Bridge Deck
钢筋混凝土桥面的劣化过程及加固方法评价
批准号:
09650505
负责人:
KOYANAGI Wataru
金额:
$2.05万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (C)
财政年份:
1997
资助国家:
日本
项目状态:
已结题
起止时间:
1997 至 1998

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中文摘要
翻译
随着交通的日益繁忙,桥面板损坏的案例逐年增多。阐明冲剪破坏的机理具有重要的基础意义。此外,还提出了各种损伤桥面板的加固方法,可分为两种。一种是所谓的表面强化法。SFRC堆焊和D-RAP法都属于这一类。另一种是所谓的底面强化法。在这种情况下,钢板或碳纤维板(CFRP)是由环氧树脂粘在板的下表面。通过试验研究,阐明了冲剪破坏的机理,并对上述加固方法进行了评价。主要结论如下:1)加载试验过程中,加载位置附近板的径向表面压缩应变先增大,在冲剪破坏发生前,表面压缩应变逐渐减小,最终变为拉压,但周向应变单调增大。这说明在加载过程中,靠近加载位置的板坯内部结构发生了应力流动的变化。2)冲剪开裂在末期不顾已存在的弯裂而突然扩展。3)表面加固方法的效果与同深度板的效果相当。4)底面加固时,抗弯刚度大幅度提高。增加的原因是胶合材料对裂纹重新打开的抑制作用。
英文摘要
The heavier the traffic becomes, the more cases of damaged bridge deck slabs are reported year by year. It is basically important to clarify the mechanism of punching shear failure. In addition, various strengthening methods for damaged bridge deck slabs have been proposed and they can be divided into two. One is so-called surface strengthening method. SFRC surfacing and D-RAP method are included in this category. The other is so-called bottom surface strengthening method. In this case, steel plates or carbon-fiber sheets (CFRP) are glued on the lower face of slab by epoxy resin. Experimental studies were made to clarify the mechanism of punching shear failure and to evaluate the strengthening methods stated the above.Principal conclusions derived are as follows ;1) During loading tests, surface compression strain of slabs in radial direction near loading position increased at first and it turned to decrease fairly before punching shear failure occurred and even became tension at final stage, though strain in circumferential direction increased monotonously. The fact suggests that the changing of stress flow occurred in the internal structure of slab near loading position during loading.2) Punching shear cracking spread abruptly irrespective to the existing bending cracks at final stage.3) The effectiveness of surface strengthening method showed just as the same level as the slabs with same depth.4) In case of bottom surface strengthening flexural rigidity increased largely. The increase is caused by the arresting effect of crack re-opening with the glued materials.
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会议论文
Koyanagi, W., Uchida, Y.et.al.: "Studies on the Mechanism of Punching Shear Failiure" Proc.of the Japan Concrete Institute. V.21 (to be published). (1999)
Koyanagi, W., Uchida, Y.et.al.:“冲切剪切失效机理的研究”,日本混凝土协会论文集。
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通讯作者:
小柳洽, 内田裕市 他: "RCスラブの押抜きせん断破壊機構に関する基礎的研究" コンクリート工学年次論文報告集. 21巻(予定). (1999)
Koyanagi、Hiroshi Uchida 等:“RC 板冲压剪切破坏机制的基础研究”《混凝土工程年度论文报告》第 21 卷(计划)。
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通讯作者:
小柳洽,内田裕市他: "RCスラブの押技きせん断破壊機構に関する基礎的研究" コンクリート工学年次論文報告集. 21予定. (1999)
小柳、内田浩等:《RC板推剪破坏机理的基础研究》《混凝土工程年报》预定21日(1999年)。
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Rehabilitation and Degradation Process of Damaged Reinforced Concrete Bridge Deck
  • 批准号:
    07835002
  • 项目类别:
    Grant-in-Aid for Scientific Research (C)
  • 资助金额:
    $1.47万
  • 财政年份:
    1995
  • 负责人:
    KOYANAGI Wataru
  • 依托单位:
Mechanical Behavior of Reinforcing Steel and Design of Concrete Structural Members
  • 批准号:
    07555135
  • 项目类别:
    Grant-in-Aid for Scientific Research (A)
  • 资助金额:
    $6.21万
  • 财政年份:
    1995
  • 负责人:
    KOYANAGI Wataru
  • 依托单位:
Research and Development of High Performance Resin Concrete and Structural Design
  • 批准号:
    05555122
  • 项目类别:
    Grant-in-Aid for Developmental Scientific Research (B)
  • 资助金额:
    $1.92万
  • 财政年份:
    1993
  • 负责人:
    KOYANAGI Wataru
  • 依托单位:
Rehabilitation of Deteriorated Bridge Deck Slab by Adhesion of Precast Panels
  • 批准号:
    05650431
  • 项目类别:
    Grant-in-Aid for General Scientific Research (C)
  • 资助金额:
    $1.47万
  • 财政年份:
    1993
  • 负责人:
    KOYANAGI Wataru
  • 依托单位:
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