Mode II Behavior of High-Strength Concrete under Monotonic, Cyclic and Fatigue Loading

An economically efficient yet safe design of concrete structures under high-cycle fatigue loading is a rather complex task. One of the main reasons is the insufficient understanding of the fatigue damage phenomenology of concrete. A promising hypothesis states that the evolution of fatigue damage in concrete at subcritical load levels is governed by a cumulative measure of shear sliding. To evaluate this hypothesis, an experimental program was developed which systematically investigates the fatigue behavior of high-strength concrete under mode II loading using newly adapted punch through shear tests (PTST). This paper presents the results of monotonic, cyclic, and fatigue shear tests and discusses the effect of shear-compression-interaction and load level with regard to displacement and damage evolution, fracture behavior, and fatigue life. Both, monotonic shear strength and fatigue life under mode II loading strongly depend on the concurrent confinement (compressive) stress in the ligament. However, it appears that the fatigue life is more sensitive to a variation of shear stress range than to a variation of compressive stress in the ligament.

Automated summary

Designing economically efficient and safe concrete structures under high-cycle fatigue loading is challenging due to the complex nature of fatigue damage phenomenology of concrete. Shear sliding is a key factor governing fatigue damage evolution in concrete at subcritical load levels. The fatigue behavior of high-strength concrete under mode II loading was investigated using punch through shear tests, revealing that shear stress range has a greater impact on fatigue life than compressive stress in the ligament.