Bond behavior between steel bar and engineered cementitious composite (ECC) considering lateral FRP confinement: Test and modeling

2019 ◽  
Vol 226 ◽  
pp. 111206 ◽  
Author(s):  
Yingwu Zhou ◽  
Huankai Fu ◽  
Pengda Li ◽  
Debo Zhao ◽  
Lili Sui ◽  
...  
Keyword(s):  
Cementitious Composite ◽  
Bond Behavior ◽  
Engineered Cementitious Composite ◽  
Confinement Test ◽  
Steel Bar ◽  
Frp Confinement

scholarly journals Experimental Study of Bond Behavior Between Rebar and PVA-Engineered Cementitious Composite (ECC) Using Pull-Out Tests

2021 ◽  
Vol 8 ◽  
Author(s):  
Jie Xiao ◽  
Xiang Long ◽  
Ming Ye ◽  
Haibo Jiang ◽  
Lingfei Liu ◽  
...  
Keyword(s):  
Bond Strength ◽  
Layer Thickness ◽  
Volume Content ◽  
Cementitious Composite ◽  
Fiber Volume ◽  
Cover Layer ◽  
Bond Behavior ◽  
Engineered Cementitious Composite ◽  
Functional Relationships ◽  
Pull Out

As a novel civil engineering material, Engineered Cementitious Composite (ECC) has attracted more and more attention due to its strain-hardening characteristics, good post-cracking resistance and its unique properties. Bonding between Engineered Cementitious Composite (ECC) and rebar has a great effect on the mechanical behavior of structural members. In this paper, direct pull-out tests were conducted to understand the bond behavior between the ECC and rebar. The test parameters included rebar diameter and type, cover layer thickness, embedment length and fiber volume content. Bond-slip curves, failure and cracking pattern and bond strength were compared and discussed. The test results indicated that the bond strength decreased with the increase of embedded length. Through regression analysis with the test data, the functional relationships between bond strength and cover layer thickness and rebar diameter were fitted well. According to the positive and negative signs of the fitting parameters m and n, the relationship between the bond strength and the cover layer thickness and the rebar diameter could be determined. The bond strength increased obviously with the increase of fiber content. When the fiber volume content was 1, 1.5 and 2%, the bond strength of these specimens were 1.5, 2.5 and 3.1 times that of specimens without polyvinyl alcohol (PVA) fiber.

Peridynamic modeling of engineered cementitious composite with fiber effects

2021 ◽  
Vol 245 ◽  
pp. 107601
Author(s):  
Zhanqi Cheng ◽  
Yuyang Hu ◽  
Liusheng Chu ◽  
Chengfang Yuan ◽  
Hu Feng
Keyword(s):  
Cementitious Composite ◽  
Engineered Cementitious Composite
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