Impact response of RC rock-shed girder with sand cushion under falling load

Author:

Bhatti Abdul Qadir,Kishi Norimitsu

Publisher

Elsevier BV

Subject

Mechanical Engineering,Waste Management and Disposal,Safety, Risk, Reliability and Quality,General Materials Science,Nuclear Energy and Engineering,Nuclear and High Energy Physics

Reference14 articles.

1. Elasto-plastic impact response analysis of shear-failure-type RC beams with shear rebars;Bhatti;Journal of Material and Design, Elsevier,2009

2. Bhatti, A.Q., Kishi, N., Konno, H., Mikami, H., 2010a. Elasto-plastic dynamic response analysis of prototype RC girder under falling-weight impact loading considering mesh size effect. Journal of Structure and Infrastructure Engineering. Available online doi:10.1080/15732479.2010.492838.

3. Bhatti, A.Q., Kishi, N., Mikami, H., 2010b. An applicability of dynamic response analysis of shear failure type RC beams with lightweight aggregate concrete under falling-weight impact loading. Journal of Materials and Structures. Available online doi:10.1617/s11527-010r-r9621-9.

4. Behavior of a structurally dissipating rock-shed: experimental analysis and study of punching effects;Delhomme;International Journal of Solids and Structures,2005

5. LS-DYNA User's Manual;Hallquist,2000

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