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Numerical simulation on the damage effect of the blast location and the charge weight on the protective layer of reinforced concrete and its rear facilities

机译：钢筋混凝土保护层及其后工程保护层的损伤效应数值模拟

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来源
《International conference on defence technology》|2018年|9 482 p.|共4页
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作者
Lin LI; Qi-ran SUN; Zhi-cheng FENG; Yu-xi XIE; Tian-xiong LI; Yu-xin SUN;
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中图分类边防、海防、空防;
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1. A modified layered-section method for responses of fire-damaged reinforced concrete beams under static and blast loads [J] . Lu Pan, Li Chen, Qin Fang, International Journal of Protective Structures . 2016,第4期

机译：修正的分层截面法在静爆炸荷载作用下钢筋混凝土梁的响应
2. Blast responses and damage evaluation of concrete protective arches reinforced with BFRP bars [J] . Tang Zexun, Zhou Yinzhi, Feng Jiang, Composite Structures . 2020,第Deca期

机译：BFRP棒加固混凝土防护拱的爆炸响应与损伤评价
3. Numerical Derivation of Iso-Damaged Curve for a Reinforced Concrete Beam Subjected to Blast Loading [J] . Yehya Temsah, Ali Jahami, Jamal Khatib, MATEC Web of Conferences . 2018,第3期

机译：爆炸荷载作用下钢筋混凝土梁等损伤曲线的数值推导
4. Numerical simulation on the damage effect of the blast location and the charge weight on the protective layer of reinforced concrete and its rear facilities [C] . Lin LI, Qi-ran SUN, Zhi-cheng FENG, International conference on defence technology . 2018

机译：钢筋混凝土保护层及其后工程保护层的损伤效应数值模拟
5. Numerical simulation of the effect of blast and penetration on reinforced concrete structures . [D] . Mencarelli, Andrea. 2010

机译：爆炸和穿透对钢筋混凝土结构影响的数值模拟。
6. Interpretation of Impact-Echo Testing Data from a Fire-Damaged Reinforced Concrete Slab Using a Discrete Layered Concrete Damage Model [O] . Changkye Lee, Seong-Hoon Kee, Jun Won Kang, 2020

机译：使用离散分层混凝土损伤模型解释火灾钢筋混凝土板的冲击回声测试数据
7. Numerical Simulation of Cracked Reinforced Concrete Slabs Subjected to Blast Loading [O] . Wenjiao Zhang, Xiangqing Kong, Yandong Qu, 2018

机译：裂纹钢筋混凝土板经受喷射荷载的数值模拟
8. Numerical Simulation of Damage and Fracture in Concrete from Shaped Charge Jets [R] . Murphy, M. J. , Baum, D. W. , Clark, D. B. , 2000

机译：聚能射流冲击混凝土损伤与断裂的数值模拟

Numerical simulation on the damage effect of the blast location and the charge weight on the protective layer of reinforced concrete and its rear facilities

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