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発表 Shock Absorbing Performance of Sand Cushion

作成年度 1995年度
論文名 Shock Absorbing Performance of Sand Cushion
論文名(和訳)
論文副題
発表会 ASIA-PACIFIC CONFERENCE ON SHOCK & IMPACT LOADS STRUCTURES(SILOS’96)
誌名(No./号数)
発表年月日 1996/01/23 ~ 1996/01/24
所属研究室/機関名 著者名(英名)
構造研究室佐藤 昌志(SATO Masashi)
室蘭工業大学岸 徳光(KISHI Norimitsu)
構造研究室岩渕 武(IWABUCHI Takeshi)
構造研究室谷本 俊充(TANIMOTO Toshimitsu)
構造研究室島田  武(SHIMADA Takeshi)
構造研究室西村 敦史(NISHIMURA Atsushi)
抄録
To reduce the impact force by rock falling,a sand cushion with 90cm thickness is commonly seton the roof of rock-sheds.The impact forces have usually been evaluated by a conventional design formula based on the Hertzs contact theory,However,according to analytical results abtained by using one-dimensional and/or axi-symmetrical wave theory,the transmitted impact force onto a rigid base is double of the input impact force.In this paper,to rationally evaluate the real impact force caused by rock falling ,large scale field tests on weight falling onto a sand cushion were performed,Heavy weights of 2tf and 3tf estimated by meas uring the weight acceleration at the impact and the transmitted impact stress onto the rigid base through a sand cushion According to the results obtained from these experi-ments,it was made clear that:1)the maximum transmitted impact force is about twice the maximum weight impact force,and 2)the maximum transmitted impact force can be estimated using the conven-tional formula assuming Lame’s constant λ=1000tf/㎡
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