Load Rate Effects in Adhesive Single Lap Joints Bonded with Epoxy/Ceramic Composites

被引:1
作者
Mattos, Heraldo da Costa [1 ]
da Silva Nunes, Luiz Carlos [1 ]
Monteiro, Antonio Henrique [1 ,2 ]
机构
[1] Univ Fed Fluminense, Grad Program Mech Engn, Lab Theoret & Appl Mech LMTA, BR-24210240 Niteroi, RJ, Brazil
[2] PETROBRAS Petroleo Brasileiro SA, Res Ctr CENPES, Cidade Univ, BR-21941915 Rio De Janeiro, RJ, Brazil
关键词
Bonded joints; Epoxy/ceramics composites; Quasi-brittle behaviour; Rate-dependency; Vibration; STATIC FAILURE ANALYSIS; BEHAVIOR; FRACTURE; SIMULATION; POLYMER; MODELS;
D O I
10.1590/1679-78252818
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The present paper is concerned with the analysis of the effect of the loading rate in a particular class of single lap joints used in the oil industry. The adhesive/adherend system consists of ASTM A36 steel plates bonded with an epoxy/ceramic composite. The loading rate sensitivity is analysed considering two different situations: (i) strain controlled quasi-static rupture tests and (ii) applications in which the joint may oscillate like a spring. This second situation is motivated by a specific application: the transport of an ethanol reservoir by a crane using a special truss lifting system attached to the tank through bonded joints. Quasi-static tensile tests allow observing a rate-dependent behaviour of the joint with higher strengths for higher cross-head velocities. An algebraic equation is proposed to predict the dependence of the rupture force on the elongation rate in tensile tests and the model predictions are in good agreement with experimental results. However, in the case of the transport of a tank with mass M (situation (ii)), the lifting system cannot be only designed to resist the static load (the weight). Fast loading may induce vibration. Like in a spring-mass system, even a very small oscillation of the joint induces a dynamic load that is higher than the static load. A simple analysis allows proposing conditions for a safe operation in this case.
引用
收藏
页码:1878 / 1892
页数:15
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