Study on Joining and Anchoring Mechanism of Various PC Tendons by Using Highly Expansive Material
Study on Joining and Anchoring Mechanism of Various PC Tendons by Using Highly Expansive Material
批准号:
10650452
负责人:
HARADA Tetsuo
金额:
$2.18万
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:
1998
资助国家:
日本
项目状态:
已结题
起止时间:
1998 至 1999
中文摘要
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英文摘要
Joining and anchoring mechanism of ordinary PC tendons as well as FRP tendons by using Highly Expansive Material( HEM) were investigated experimentally and analytically. CFRP strand (φ12.5), PC steel strand (φ12.7) and PC steel bar (φ13) were examined as PC tendons. Main results of this research are summarized below.l. From the pull-out tests, it was found that the sleeve length of 30 cm and the amount of the expansive pressure more than 50 Mpa is satisfactory to hold firmly various PC tendons and HEM anchorage is also useful for practical applications.2. The mechanism which the softening zone of HEM in layer progresses gradually from loaded end to the free end according to the increment of the load, is almost the same regardless of the kinds of PC tendons.3. HEM thin layer considered as shear transfer layer is modified as shear spring. The characteristics of the shear spring depends on the amount of expansive pressure and the bond characteristics between PC tendons and HEM.4. The analytical results calculated by the FEM model, in which the shear spring considered the softening is used, were simulated well with the experimental results.5. From the long-term tensioning tests, the loss of prestressing is negligibly small in practice because the loss of prestressing becomes within 1.5% when the length of CFRP tendon is 10 m.
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Shuji FUKUDA et al.: "A Study on Anchoring and Joining of PC Tendon Using Highly Expansive Material"Proceedings of the Japan Concrete Institute. 21, No.3 (in Japanese). 379-384 (1999)
Shuji FUKUDA 等人:“使用高膨胀材料的 PC 筋的锚固和连接研究”日本混凝土协会会议录。
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通讯作者:
原田哲夫: "定着用膨張材による連続繊維緊張材の定着法に関する研究"土木学会論文集. No.627/V-44. 77-90 (1999)
Tetsuo Harada:“使用膨胀材料进行固定的连续纤维张力材料的固定方法的研究”日本土木工程学会第 627/V-44 号(1999 年)。
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福田修一: "定着用膨張材によるPC緊張材の定着と継手に関する研究"コンクリート工学年次論文報告集. Vol.21,No.3. 379-384 (1999)
Shuichi Fukuda:“使用膨胀材料进行固定的 PC 筋的固定和接头研究”混凝土工程年论文集,第 21 卷,第 379-384 期(1999 年)。
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T. Harada: "Long-Term Behavior of Anchorage for Carbon fiber reinforced Polymer Strands Using Highly Expansive material"Forth International Symposium/ Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures, ACI. SP-188. 843-853 (1999)
T. Harada:“使用高膨胀材料的碳纤维增强聚合物束锚固的长期行为”第四届国际研讨会/钢筋混凝土结构纤维增强聚合物增强,ACI。
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Tetsuo HARADA et al.: "A Study on Anchorage Method for Continuous Fiber Reinforcing Materials (FRP) Using Highly Expansive Material"Journal of Materials, Concrete Structures and Pavement, Japan Society of Civil Engineers. No.627/V-44(in Japanese). 77-90 (
Tetsuo HARADA 等:“使用高膨胀材料的连续纤维增强材料(FRP)锚固方法的研究”日本土木工程学会材料、混凝土结构和路面杂志。
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