Buckling analysis of two-and three-layer delaminated beams with and without bridging

• المؤلف الرئيسي: Parlapalli Madhusudhana Rao
• مؤلفون آخرون: Shu, Dong Wei
• التنسيق: Theses and Dissertations
• منشور في: 2008
• الموضوعات: DRNTU::Engineering::Mechanical engineering::Mechanics and dynamics
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/5297

Delamination has been a subject of concern in engineering applications of layer structures. Buckling of two and three layer beams with asymmetrically located delaminations is studied in terms of newly introduced nondimensionalized axial and bending stiffnesses. Effective- slenderness ratio (ESR), an...