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Double pull specimen more suitable for measuring bond-slip relationship of FRP-to-concrete interface 被引量:1

Double pull specimen more suitable for measuring bond-slip relationship of FRP-to-concrete interface
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摘要 A new "conceptual" design named "double pull" specimen was proposed in order to measure the bond-slip(δ-τ) relationship of fiber reinforced polymer(FRP)-to-concrete interface more accurately.A finite element analysis(FEA) was performed for preliminarily evaluating the suitability of the proposed conceptual double pull specimen.Through the FEA,it was indicated that the FRP-to-concrete interface of the proposed conceptual specimen might subject to a much higher load level than that of the most commonly used simple shear specimen,showing a great potential for measuring δ-τ relationship more accurately.In the light of the conceptual specimen,a kind of "practical" double pull specimen was developed and proved to be more suitable for measuring δ-τ relationship through an exploratory experimental study with 20 specimens.Consequently,an experimental program with 10 double pull specimens was performed for measuring the ultimate slip δu which was difficult to capture by using the existing specimens.It is shown that the range of δu is 0.31-0.52 mm based on the test results.The suggestion for improving the measure method is also put forward. A new "conceptual" design named "double pull" specimen was proposed in order to measure the bond-slip (δ-τ) relationship of fiber reinforced polymer (FRP)-to-concrete interface more accurately. A finite element analysis (FEA) was performed for preliminarily evaluating the suitability of the proposed conceptual double pull specimen. Through the FEA, it was indicated that the FRP-to-concrete interface of the proposed conceptual specimen might subject to a much higher load level than that of the most commonly used simple shear specimen, showing a great potential for measuring δ-τ relationship more accurately. In the light of the conceptual specimen, a kind of "practical" double pull specimen was developed and proved to be more suitable for measuring δ-τ relationship through an exploratory experimental study with 20 specimens. Consequently, an experimental program with 10 double pull specimens was performed for measuring the ultimate slip δu which was difficult to capture by using the existing specimens. It is shown that the range of δu is 0.31-0.52 mm based on the test results. The suggestion for improving the measure method is also put forward.
出处 《Journal of Central South University》 SCIE EI CAS 2010年第2期400-405,共6页 中南大学学报(英文版)
基金 Project(2006BAJ03A07) supported by the National Key Technologies R & D Program of China Project(5008283) supported by the Natural Science Foundation of Guangdong Province, China
关键词 混凝土界面 测量方法 玻璃钢 粘结滑移 试样 纤维增强复合材料 有限元分析 实验方案 fiber reinforced polymer (FRP) concrete bond-slip ultimate slip double pull specimen extensometer
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