Pemodelan Numerik Kekuatan Pintu Air Baja

Fitriansyah Fitriansyah, Miftahul Iman, A. Aminullah
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Abstract

The intake building for Embung Sei Bubu had been designed to be an open channel with the flood gate. The flood gate had been designed from steel with a net width of 1.35 m and the height of the door opening is 0.0076 m. The corrosion is one of the hazardous threat to the strengthness and durability of the flood gate. This research numerically models flood gate that was attacked by pitting corrosion. The pitting corrosion had been modelled in several small holes randomly were distributed on the surface of the flood gate, precisely on the surface of the water. The numerical modeling had been performed in finite element method utilized computer programs such Abaqus. The results showed there was a reduction in the capacity of the steel flood gate due the hole increasing. The reduction in stress capacity had been indicated by the stress concentration that was occured around the pitting corrosion. The stress reduction occured with the change in the percentage of pitting corrosion distribution area of ​​10% (225 MPa), 20% (175 MPa) and 30% (120 MPa)
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钢水门力量数字建模
Embung Sei buu的入口建筑被设计成一个带有防洪闸门的开放式通道。防洪门采用钢结构设计,净宽度为1.35米,闸门高度为0.0076米。腐蚀是威胁防洪闸强度和耐久性的危险因素之一。本文对受点蚀影响的闸门进行了数值模拟。在水闸表面随机分布的几个小孔中,精确地模拟了点蚀过程。利用Abaqus等有限元软件进行了数值模拟。结果表明:随着孔洞的增大,钢闸门的承载力有所降低。在点蚀周围出现的应力集中表明了应力容量的降低。当点蚀分布面积的百分比分别为10% (225 MPa)、20% (175 MPa)和30% (120 MPa)时,应力降低幅度最大。
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