Results 81 to 90 of about 1,699 (153)
为实现圆钢管混凝土截面参数组合的快速初选,从最能反映组合效应的短柱轴压性能出发,探讨了材料强度组合的匹配条件,且在该组合建议范围下研究了短柱轴压极限承载力和剩余承载力系数的计算方法,继而对相同极限承载力和剩余承载力系数的截面参数组合特征值进行了分析。研究表明,从考虑充分发挥套箍作用和有效利用混凝土强度的角度出发,混凝土进入塑性状态的时刻宜晚于钢管进入塑性状态的时刻,且该延后时刻不宜过迟;在材料强度组合匹配的前提下,剔除钢管超薄壁的情况,组合效应系数可仅考虑混凝土强度的影响 ...
罗霞 +4 more
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Practicability analysis of hydraulic support design system for steeply dipping coal seam inclined pseudo inclined working face [PDF]
In order to solve the problems of ignoring multi-dimensional load characteristics, cumbersome modeling process and long design cycle in the design process of hydraulic support in steeply dipping angle coal seam, combined with the load characteristics of ...
Baoheng LIU +7 more
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Key structure and bearing characteristics of 10 m super large mining height support [PDF]
ZYA29000/45/100D two column shield type hydraulic support was developed for controlling the surrounding rock of a 10 m high fully mechanized mining face.
Cundi HAN +4 more
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为研究矩形管翼缘开孔波纹腹板钢梁的抗剪性能,设计完成了四个试件的受剪试验。通过分析试件的破坏模态、荷载-位移曲线和关键区域的应变发展规律,研究了试件的抗剪性能、极限承载力及波纹腹板在开孔后分担的剪力比例。利用ABAQUS进行了数值模拟,将模拟结果与试验结果进行对比,验证了有限元模型的正确性。研究了腹板几何初始缺陷和开孔偏移对抗剪承载力的影响。结果表明矩形管翼缘开孔波纹腹板梁具有较好的延性性能;其抗剪承载力会随着开孔孔径的增大而降低,腹板波纹越密集,抗剪承载力越高;开孔横向偏移对抗剪承载力影响不明显 ...
曹艺濒 +4 more
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为研究内置T肋圆管钢桥墩在承受恒定竖向荷载和水平往复荷载作用下的极限承载力和延性性能。文中首先通过与既有试验结果对比,验证所采用有限元分析方法的准确性,然后对内置8根T肋圆管钢桥墩试件进行有限元建模分析,研究正则化径厚比、钢桥墩正则化长细比、纵向加劲肋正则化长细比、轴压比等参数对钢桥墩极限承载力与延性性能的影响规律;最后基于参数化分析结果提出了预测该类钢桥墩极限承载力和延性性能的计算公式。结果表明:随着正则化径厚比、钢桥墩正则化长细比、纵向加劲肋正则化长细比及轴压比的增大,钢桥墩顶部水平荷载 ...
上官城鑫, 高圣彬, 董江磊
doaj
研究波纹腹板H形钢梁开孔后经钢套筒补强后的受弯性能。设计完成了两个试件的受弯承载力试验,得到了试件的荷载-位移曲线、极限荷载和破坏形态等。采用ABAQUS有限元软件对其进行数值模拟,并对其受弯承载力进行了理论分析,提出了受弯承载力的计算式。研究表明,波纹腹板H形钢梁开孔后经过补强仍具有较好的抗弯变形能力,并且具有较好的塑性性能;开孔后经过补强的波纹腹板梁在弯矩作用下腹板上几乎不存在弯曲正应力,认为截面弯矩完全由上、下翼缘承担;其抗弯承载力可采用理论公式进行设计。
邱介尧, 李国强
doaj
Research on the time-dependent stability of filling paste under the action of different concentrations of chloride salts [PDF]
In order to study the time-dependent characteristics of filling paste under the action of mine water, chloride salt solutions with mass fraction of 0%, 5%, 10%, and 15% were prepared, and chloride salt dry wet cycle tests with erosion cycles of 4, 8, 12,
Shuaiqian LI, Zhaowen DU, Zhuoyue WEN
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梁柱全焊节点在建筑钢结构中广泛应用,其火灾后受力性能对整个结构灾后承载安全至关重要。通过5个梁柱全焊节点试件高温冷却后的低周反复加载试验,研究了高温过火对其承载力、延性和耗能能力的影响规律。试验过火温度介于500800℃之间,冷却方式为自然冷却。试验结果表明,所有试件均发生梁柱翼缘对接焊缝处的断裂破坏。高温冷却后试件的抗弯承载力较未过火试件有所降低,延性和耗能能力有所提升,变化幅度统一呈现随过火温度的升高先增大后减小的变化规律。当过火温度为700℃时,节点承载力降低最大,降低幅度约为20 ...
陈颖, 朱美春, 程亮
doaj
Research progress of microbial reinforcement technology [PDF]
Biological reinforcement is a new branch that has developed in the field of engineering geology in recent years, among which, the microbially induced calcium carbonate precipitation (MICP) reinforcement technology is an effective method.
Long XU +5 more
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Analysis of collapse modes of stiffened panels subjected to combined axial and lateral loads [PDF]
ObjectiveThis study analyzes the influence of lateral loads on the ultimate strength and collapse modes of stiffened panels subjected to combined loads.
Deyu WANG, Guangyu GUO, Jinju CUI
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