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51.
A beam-column joint of precast and partial steel reinforced concrete( PPSRC) is proposed for precast reinforced concrete frames. The PPSRC consists of partial steel and reinforced concrete. The partial steel is located in the core joint region and the connections between concrete members. This paper presents an experimental study of a series of PPSRC specimens. These specimens are tested under low cyclic loading.Experimental results demonstrate that the bearing capacity of the PPSRC specimens is 3 times that of the ordinary reinforced concrete( RC) beam-column joints. The strength and stiffness degradation rates are slower compared with that of the RC beam-column joints. In addition,the strength of the core joint region and the connections is higher than other parts of the PPSRC specimens. Beam failure occurs firstly for the PPSRC specimens,followed by column failure and connections failure. The failure of the core joint region occurs finally.Test results show that the seismic performance of the PPSRC is better than that of the ordinary RC beam-column joints. 相似文献
52.
以吉林省延吉市某小区高层建筑框架结构工程为实例,对地下室后浇带和墙体水平施工缝的施工提出了新的构造措施:后浇带两侧采用由钢板网和钢筋骨架组成的模板,并且在其之间设置钢筋作为水平支撑,同时用钢板止水带止水的方法;水平施工缝采用钢板止水带止水、开口箍筋定位的方法.工程实践表明,施工质量符合现行规范验收标准,可为类似工程提供借鉴. 相似文献
53.
De-jun Kong Cun-dong Ye 《北京科技大学学报(英文版)》2014,(9):898-905
The surfaces of X80 pipeline steel welded joints were processed with a CO2 laser, and the effects of laser heat treatment (LHT) on H2S stress corrosion in the National Association of Corrosion Engineers (NACE) solution were analyzed by a slow strain rate test. The fracture morphologies and chemical components of corrosive products before and after LHT were analyzed by scanning electron microscopy and energy-dispersive spectroscopy, respectively, and the mechanism of LHT on stress corrosion cracking was discussed. Results showed that the fracture for welded joints was brittle in its original state, while it was transformed to a ductile fracture after LHT. The tendencies of hydrogen-induced corrosion were reduced, and the stress corrosion sensitivity index decreased from 35.2% to 25.3%, indicating that the stress corrosion resistance of X80 pipeline steel welded joints has been improved by LHT. 相似文献
54.
The dynamic responses of the arch dam including dam-foundation-storage capacity of water system, using two different earthquake input models, i.e. viscous-spring artificial boundary (AB) condition and massless foundation (MF), were studied and analyzed for the 269 m high Baihetan arch dam under construction in China. By using different input models, the stress and opening of contraction joints (OCJs) of arch dam under strong shock were taken into consideration. The results show that the earthquake input models have slight influence on the responses including earthquake stresses and openings of contraction joints in different extents. 相似文献
55.
针对复合材料天线罩螺栓连接结构的损伤失效问题,采用试验和渐近损伤分析方法对复合材料天线罩螺栓连接结构的损伤失效进行了研究,分析了螺栓连接结构在等效风载压力和拉力作用下的失效过程和失效强度,并对天线罩连接结构折角位置玻璃钢蒙皮的过渡方式对其力学性能的影响进行了分析。试验和数值研究结果表明,连接结构试件的初始破坏均表现为玻璃钢蒙皮与泡沫芯材间的层间开裂,初始开裂载荷为0.7倍左右的结构失效载荷,玻璃钢蒙皮采用隔层断开过渡的加工工艺可显著提高天线罩连接结构的强度,数值预测的结构失效强度与试验结果吻合较好。 相似文献
56.
吕高峰 《浙江水利水电专科学校学报》2014,(3):18-23
面板堆石坝的应力变形,尤其是面板的应力变形及周边缝、垂直缝的变形是工程设计施工人员最为关注的部位.以响水涧抽水蓄能电站上水库主坝为例,建立三维有限元模型,计算分析各工况下坝体、面板的的应力应变以及周边缝、垂直缝的变形,为面板坝设计施工提供参考性意见. 相似文献
57.
文章基于钢筋混凝土中柱带板空间节点低周反复荷载试验以及ABAQUS程序的有限元数值模拟,分析了在平面内和斜向45°方向上不同加载方式下带板节点的裂缝分布、力—位移滞回曲线等抗震性能;研究了负弯矩作用下梁端截面位置处的楼板钢筋应变分布规律,提出了负弯矩作用下梁端截面位置处楼板有效翼缘宽度取值建议并对梁端承载力进行了分析。结果表明:斜向45°方向加载时,节点处于双向受力状态,对结构承载力有明显影响;斜向加载同平面加载相比梁端位置处楼板有效宽度进一步增大;梁端抗负弯矩承载力计算值和试验值吻合较好,ABAQUS有限元分析所得骨架曲线与试验骨架曲线吻合较好。 相似文献
58.
Nouman Ali Shah Yue Ren Ri-Tong Lan Jia-Cheng Lv Rizwan M. Gul Peng-Fei Tan Shishu Huang Lin Tan Jia-Zhuang Xu Zhong-Ming Li 《应用聚合物科学杂志》2021,138(43):51261
Highly crosslinked ultrahigh molecular weight polyethylene (UHMWPE) stabilized by vitamin E (VE) is widely applied in artificial joints as the bearings. Despite the approval, there is a discord that VE lowers the crosslinking efficiency, limiting its use at high concentration. In this work, we aim to obtain highly crosslinked and oxidation resistant UHMWPE through the conjunction of tea polyphenol and chemical crosslinking. We hypothesized that highly incorporated tea polyphenol with multiple reactive sites can ameliorate crosslinking efficiency of chemical crosslinked UHMWPE in comparison to VE. Epigallocatechin gallate (EGCG) as representative tea polyphenol was incorporated into UHMWPE at high concentration (2–8 wt%), followed by chemical crosslinking with 2 wt% organic peroxide. Unlike VE/UHMWPE blends as the control, chemical crosslinking achieved an increasing trend in crosslink density of EGCG/UHMWPE blends with increasing antioxidant concentration. High concentration of EGCG also enhanced the oxidation stability of UHMWPE. Intriguingly, EGCG endowed UHMWPE with an excellent antimicrobial property, which was inefficient in VE/UHMWPE. Cell viability was hardly affected by the high loaded antioxidant and peroxide. The chemically crosslinked UHMWPE blended with EGCG is proved to be a reasonable, cost effective and realistic alternative for use in artificial joints. 相似文献
59.
0 IntroductionAfatigueisoneofthemainfailurescausesofweldedstructures.Manyexperimentshaveshownthatfatiguestrengthsofweldedjointsaremuchlowerthanthoseofbasemetal.Thefatiguecrackmainlyinitiatesatweldtoe ,becausetherearetensileresidualstressesandstressconcentrationinthisregion ,sothatthefatiguestrengthcanbeincreasedbybothmodifyingstressdistributionatweldtoeanddecreasingstressconcentration .Therearemanymethodstoimprovethefatiguestrengthsofweldedjoints[1,2 ] ,forexample ,TIGdress ing,hammerpeenin… 相似文献
60.
对16Mn钢双面埋弧焊CT试样的焊缝、热影响区、母材及垂直焊缝方向的疲劳裂纹扩展速率进行了研究。结果表明,焊接接头的不同部位疲劳裂纹扩展速率不同,平均应力、焊接残余应力、金相组织对疲劳裂纹的扩展速率都有一定的影响。 相似文献