AN EXPERIMENTAL STUDY ON THE BOND-SLIP RELATIONSHIP BETWEEN THE CONCRETE AND STEEL WITH STUD

机译：钢筋混凝土与双头螺栓粘结滑移关系的试验研究

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Beam type specimens where studs are used as shear connector are prepared to investigate constitutive relations. Parameters are stud height, compressive strength of concrete, stud spacing and steel plate thickness. The influences of these parameters are investigated in this study. The influence of the stud height is evaluated quantitatively and the influences of compressive strength of concrete, stud spacing and steel plate thickness are evaluated qualitatively.

机译：准备将螺柱用作剪切连接器的梁型标本，以研究本构关系。参数是螺柱高度，混凝土的抗压强度，螺柱间距和钢板厚度。在本研究中研究了这些参数的影响。定量评估螺柱高度的影响，并定性评估混凝土抗压强度，螺柱间距和钢板厚度的影响。

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来源
《Conference on Connections Between Steel and Concrete Vol.2 Sep 10-12, 2001 Stuttgart, Germany》|2001年|p.1343-1350|共8页
会议地点 Stuttgart(DE)
作者
Katsuyuki Konno; Ahmed Farghaly; Tamon Ueda;
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Hokkaido Institute of Technology, Japan;

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原文格式 PDF
正文语种 eng
中图分类建筑科学;
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1. Experimental study on the bond-slip performance between concrete and a corrugated steel plate with studs [J] . Song Jiangliang, Wang Wei, Su Sanqing, Engineering Structures . 2020,第Deca1期

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2. Shear force of headed shear studs, high-strengthshear studs and steel plate embedded in concrete:an experimental study [J] . H.B.Shim, J.H.Lee Materials Research Innovations . 2015,第Suppla8期

机译：头部剪切螺柱的剪切力，嵌入混凝土中的高强性螺柱和钢板：实验研究
3. Interfacial bond-slip behaviour between reinforced high-strength concrete and built-in steel plate with studs [J] . Dong Hongying, Zhao Yizhou, Cao Wanlin, Engineering Structures . 2021,第Jana1期

机译：螺柱加固高强度混凝土钢板之间的界面粘结行为
4. AN EXPERIMENTAL STUDY ON THE BOND-SLIP RELATIONSHIP BETWEEN THE CONCRETE AND STEEL WITH STUD [C] . Katsuyuki Konno, Ahmed Farghaly, Tamon Ueda Conference on connections between steel and concrete . 2001

机译：螺柱混凝土钢粘接关系的实验研究
5. Experimental and analytical investigation of bond-slip relationship between fiber-reinforced polymers (FRP) bars and concrete. [D] . Borwankar, Aniket Dilip. 2004

机译：纤维增强聚合物（FRP）钢筋与混凝土之间的粘结滑移关系的实验和分析研究。
6. Experimental Study on Bond-Slip Behavior between Corroded I-Shaped Steel and Concrete in Subsea Tunnel [O] . Mingnian Wang, Yiteng Zhang, Li Yu, 2019

机译：海底隧道工字型钢与混凝土粘结滑移特性的试验研究
7. Mechanical properties of various concrete after high temperature exposure Mechanical property of various types of concrete after high temperature exposure is investigated. Considering compressive strength requirement for a vertical element in high rise building, concrete specimens with various design strengths of 35, 80, 100, and 150 MPa were tested. Particularly, the influence of incorporated steel fiber on fire resistance is of interest in this study. Experimental results show that the fire resistance depends on the design strength and steel fiber content. Normal strength concrete (NSC) of a design strength of 35 MPa or high performance concrete (HPC) of 80-100 MPa does not spall when exposed to 100-400 °C of temperature. However, an explosive spalling occurs at 300 °C when the HPCs contain 1 vol. of steel fiber. Ultra-high performance concrete (UHPC) of a design strength of 150 MPa and 1.5 vol. of steel fiber also shows dramatic spalling at 300 °C. The experimental results found in this study can contribute to a better understanding of the behaviors of HPC and UHPC under fire and the role of steel fiber on the fire resistance. [O] . 2017

机译：研究了高温暴露后各种混凝土高温曝光机械性能各种混凝土的机械性能。考虑到高层建筑中垂直元件的抗压强度要求，测试了35,80,100和150MPa各种设计强度的混凝土试样。特别是，在这项研究中，掺入钢纤维对耐火性的影响。实验结果表明，耐火性取决于设计强度和钢纤维含量。在暴露于100-400°C的温度时，80-100MPa的设计强度为35MPa或高性能混凝土（HPC）的正常强度混凝土（NSC）不会击落。然而，当HPC含有1体积的钢纤维的百分比时，爆炸性剥落发生在300℃。超高性能混凝土（UHPC）的设计强度为150 MPa和1.5 Vol。钢纤维的百分比也显示出300℃的剧烈剥落。本研究中发现的实验结果可以有助于更好地了解在火灾中的HPC和UHPC的行为以及钢纤维对耐火性的作用。
8. Effects of Concrete Types and Loading Conditions on Local Bond-Slip Relationships [R] . Cowell, A. D. , Popov, E. P. , Bertero, V. V. 1982

机译：混凝土类型和荷载条件对局部粘结滑移关系的影响

AN EXPERIMENTAL STUDY ON THE BOND-SLIP RELATIONSHIP BETWEEN THE CONCRETE AND STEEL WITH STUD

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