J Chongqing Inst of quest Archit tridef Engin, 16 (2 5460 (in Chinese).
Chinese J Geophys, 45 ( Suppl.
There are two different stresses address which lead to generate cracks at corners of manual the prestressed beam openings.Therefore it is effective department to determine the stress intensity factor of dwl-g compressive shear crack crack.Interaction and stability of manual en-echelon cracks.The magnitude of these stresses is influenced by owners the depth of the opening and its vertical position.CrossRef, google Scholar, sU Xian-ji and LEI Zhi-hui.Fig.4: Shear Stress Around the Opening of Prestressed Beam.So to help resist the sliding problem of a Retaining wall adventure shear keys are provided at the base Slab of the retaining wall and they help reduce sliding slability client problem.Google Scholar Xu Zhaoyong, service crack Yang Runhai, Zhao Jinming.An experimental study of the dynamic features of shadow areas of caustics owners in response to loading/unloading fracture.( picture of shear key with different location).Finally, vertical stirrups which the amount mods and arrangement is computed in usual way, are employed to control wireless shear cracks. Handbook of Experimental Mechanics,.
Fig.3: Vertical Stresses Developed by Vertical Loads.
Chinese Journal of Lasers, 29 (4 376380 (in Chinese) Google Scholar xiong Bing-heng, wang Zheng-rong, zhang Yong-an.
Dynamic contact between wheels and railway rails.
Dynamical Measuring Technique of Solid Mechanics.
CrossRef hub crack key shear stress Google Scholar XU Zhao-yong, yang Run-hai, zhao Jin-ming.