An Experimental Investigation of Mechanical Properties of Bonded Concrete

F. Tehrani
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引用次数: 2

Abstract

This paper presents an experimental study to measure mechanical properties of bonded concrete specimens. The bond between freshly mixed and hardened concrete has been a concern in repair and retrofit projects as well as staged construction of concrete members. This concern has roots in the time-dependent behavior of concrete, beginning with early-age concrete and continuing with long-term performance and durability of concrete. Moreover, environmental conditions generally complicate the behavior of concrete and resulted deformations such as shrinkage and creep. Application of chemical adhesives and epoxies is a common technique to enhance the bond at the interface of old and new concrete elements. The presented methodology includes preparation of bonded specimens with application of grout and adhesive agents. Mechanical strengths of specimens have been reported based on compressive, tensile, flexural, and shear testing. Results indicate that bonding agents are more effective in tensile and shear behavior of bonded samples.
粘结混凝土力学性能的试验研究
本文对粘结混凝土试件的力学性能进行了试验研究。新拌混凝土和硬化混凝土之间的粘合一直是维修和改造项目以及混凝土构件分期施工中关注的问题。这种担忧源于混凝土的时间依赖行为,从早期混凝土开始,一直到混凝土的长期性能和耐久性。此外,环境条件通常使混凝土的性能复杂化,并导致收缩和徐变等变形。化学粘合剂和环氧树脂的应用是一种常用的技术,以加强在新旧混凝土元件的界面结合。提出的方法包括用浆液和胶粘剂制备粘结试件。根据压缩、拉伸、弯曲和剪切测试报告了试件的机械强度。结果表明,粘结剂对粘结试样的拉伸和剪切性能有较好的改善作用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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