The present work examines the problem of the tilted shallow wedge problem in the context of the generalized continuum theory of couple stress elasticity. The solution methodology is based on singular integral equations which resulted from the treatment of the mixed boundary value problem via integral transforms and generalized functions. The results suggest an extension of the work of Shackfield et al. (Eur. J. Mech. A, Solids 24(6):919–928, 2005), within the context of classical elasticity and the effects of the material microstructural characteristics upon the macroscopic and the local response are explored.

中文翻译：

---

耦合应力弹性中倾斜浅楔问题的分析

目前的工作在耦合应力弹性的广义连续体理论的背景下研究倾斜浅楔问题。求解方法基于奇异积分方程，该方程是通过积分变换和广义函数处理混合边值问题而产生的。结果表明扩展了 Shackfield 等人的工作。(Eur. J. Mech. A, Solids 24(6):919–928, 2005)，在经典弹性和材料微观结构特征对宏观和局部响应的影响的背景下进行了探索。