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等截面钢筋混凝土桥墩撞击损伤试验研究
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作者 赵凯 黄斐 +2 位作者 周洋洋 张润成 高御审 《四川水泥》 2018年第3期344-344,共1页
采用国内最先进的超高落锤冲击试验系统,在水平碰撞冲击荷载作用下模拟船桥碰撞。依据相似性原理,以1:5的比例分别制作了纵筋为不锈钢及普通钢筋的两个钢筋混凝土桥墩试件,在纵筋截面面积相同的条件下,比较多次冲击后试件损伤性能的变... 采用国内最先进的超高落锤冲击试验系统,在水平碰撞冲击荷载作用下模拟船桥碰撞。依据相似性原理,以1:5的比例分别制作了纵筋为不锈钢及普通钢筋的两个钢筋混凝土桥墩试件,在纵筋截面面积相同的条件下,比较多次冲击后试件损伤性能的变化。结果表明:钢筋混凝土桥墩试件以相同能量多次冲击后,纵筋为不锈钢的试件主裂缝宽度与声速减小量明显低于纵筋为普通钢筋的试件,说明不锈钢钢筋混凝土结构具有更好的抗冲击性能。 展开更多
关键词 钢筋混凝土 桥墩 水平碰撞 不锈钢筋 损伤性能
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Energy evolution in complex impacts with friction 被引量:1
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作者 ZHANG HongJian LIU CaiShan +1 位作者 ZHAO Zhen BROGLIATO Bernard 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2013年第5期875-881,共7页
In this paper, we base a theory established in an impulse-energy level to solve a problem of a disk-bail system, in which a moving ball collides perpendicularly against an disk staying on a horizontal surface. The imp... In this paper, we base a theory established in an impulse-energy level to solve a problem of a disk-bail system, in which a moving ball collides perpendicularly against an disk staying on a horizontal surface. The impact process is an ensemble con- sisting of a point impact coupled with a line contact between bodies of the disk, the ball and the fixed horizontal surface. We experimentally and theoretically show that the post-impact states of the disk dramatically vary with the impacting position of the ball. Explanations are given by investigating the evolutions of the potential energies resided in the points involved in the complex frictional impacts. Good agreements between numerical and experimental results strongly suggest that the evolution of energy together with the dissipation must be reflected in mathematical models if a precise description for the post-impact state of systems is expected. 展开更多
关键词 complex impact FRICTION non-smooth mechanics disk-ball system experiments
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