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根据弹丸与钢筋直接发生作用的情况,提出弹丸侵彻钢筋混凝土的近似模型.利用该模型得到弹丸侵彻钢筋混凝土过程中弹丸的加速度时间历程.计算结果与实验结果符合较好.用该模型分析不同配筋结构、配筋尺寸、网眼尺寸对侵彻深度和侵彻过程的影响.结果表明,网眼间距和钢筋直径对侵彻深度影响较大,钢筋混凝土在钢筋层较集中的一侧抗侵彻能力较强.

参考文献

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