钢管初应力对方钢管混凝土构件性能的影响研究

在14根方钢管混凝土构件试验的基础上,分析了初应力系数、荷载偏心率、混凝土强度、试件长细比等因素对承载力的影响,给出了钢管初应力对方钢管混凝土压弯构件承载力的影响系数,采用ANSYS有限元分析程序进行了非线性全过程分析.     

长杆射弹侵彻三种混凝土靶的实验研究

为了研究钻地武器的侵彻性能,在57mm口径的气炮上发射长杆射弹对三种靶体进行模拟侵彻实验。靶体为水泥砂浆石靶、钢纤维混凝土靶和含单层密排刚玉球的钢纤维混凝土靶。实验结果表明,弹头形状对侵彻深度有明显影响;当长杆射弹和撞击速度都相同时,与侵彻钢纤维混凝土靶相比,含单层密排刚玉球的钢纤维混凝土靶中的侵彻深度大约降低了11%,而水泥砂浆石靶中的侵彻深度增加了12%。     

大温差条件下碳纤维混凝土无约束变形试验

为了研究碳纤维、聚酯纤维对混凝土在自由条件下的约束作用,通过设计对碳纤维混凝土、聚酯纤维混凝土和素混凝土加热放热试验,比较掺入不同纤维体积分数的纤维混凝土在大温差条件下无约束自由变形的差异,并用温度线膨胀系数表达。对试验数据进行分析,得到体积分数为1%的碳纤维混凝土比素混凝土抗自由变形能力提高了38.8%,在本试验的各种体积分数中效果最好。结果表明碳纤维与混凝土,虽然热力学性能不同,但是二者结合之后碳纤维因其高弹性模量的特性,反而可以更好地抑制混凝土自由变形。试验效果也表明,随着施工工艺的完善,碳纤维体积分数可能会超过1%,碳纤维对混凝土性能的提升仍然有很大的帮助。     

Opening behavior of PELE perforation on reinforced concrete target

Impact velocity (v0), target strength (fc) and target thickness (hc) are important factors affecting opening damage ((D)) of PELE penetration into RC target. In this paper, based on the three influence factors of v0, fc and hc, experimental and numerical simulation studies on PELE penetration into RC target were carried out. The study results show that: (1) Since interaction force (or penetration resistance) between pro-jectile and target is positively correlated with v0 and fc, with the increase of v0 and fc, deformation mode of jacket is changed from small bending deformation to large bending deformation and then to curling deformation. Therefore, the variation of jacket deformation mode causes opening diameter of RC target to increase first and then to decrease. It is found that the two factors approximately satisfy a quadratic function relationship, respectively. (2) For PELE projectile penetrating RC targets with thickness of 80—400 mm, the opening diameter of six sets of RC targets grows from 240 to 500 mm, and hc with (D) approximately satisfy a linear relationship. (3) Based on the above study results, the relationship be-tween two dimensionless parameters (I= (mv20/d31fc) and H= hc/l ) and dimensionless opening diameter ((D)/d1) was determined. Combined with the results of previous research, a dimensionless opening diameter model (D)/d1=f1(Q,G,I)f2(H) was established. By tests verified, the test results are all within ±10％error of the theoretical model, which verifies the accuracy of the model.     

3mm波段混凝土屏蔽材料的研究

在混凝土中添加标准砂,钢纤维,铁晶矿砂,炭纤维毡,氧化锌晶须,铁氧体,乙炔碳黑,羰基铁粉等材料,制成了具有微波吸收性能的混凝土屏蔽材料,以期能探索一条大型建筑及军事掩体的电磁防护的新途径。在3mm波段范围内对混凝土屏蔽材料进行了初步的实验研究,研究了不同材料、不同掺量下电磁波的吸收衰减特性,并分析了它们之间的关系,为进一步的研究指明了方向。     

Experimental investigation on dynamic response and damage models of circular RC columns subjected to underwater explosions

Reinforced concrete (RC) columns are widely used as supporting structures for high-piled wharfs. The study of damage model of a RC column due to underwater explosion is a critical issue to assess the wharf’s antiknock security. In this study, the dynamic response and damage model of circular RC columns subjected to underwater explosions were investigated by means of scaled-down experiment models. Experiments were carried out in a 10.0 m diameter tank with the water depth of 2.25 m, under different explosive quantities (0.025 kg–1.6 kg), stand-off distances (0.0 m–7.0 m), and detonation depths (0.25 m–2.0 m). The shock wave load and dynamic response of experiment models were measured by configuring sensors of pressure, acceleration, strain, and displacement. Then, the load distribution characteristics, time history of test data, and damage models related to present conditions were obtained and discussed. Three damage models, including bending failure, bending-shear failure and punching failure, were identified. In addition, the experience model of shock wave loads on the surface of a RC column was proposed for engineering application.     

吸湿环境对石英纤维增强环氧树脂面板/PMI泡沫夹层结构复合材料吸湿行为的影响

研究了不同温度、湿度环境下,夹层结构石英纤维增强环氧树脂面板/PMI泡沫夹层结构复合材料及其芯材和面板的吸湿规律。将石英纤维增强环氧树脂面板、PMI泡沫、复合材料面板/PMI泡沫夹层结构试样在不同吸湿环境中进行吸湿处理后,对其吸湿行为进行分析。结果表明:浸水环境下面板、PMI泡沫、PMI泡沫夹层结构复合材料都表现出更为严重的吸湿行为;在潮湿环境中,50℃至70℃范围内,温度越高,试样在吸湿过程中的质量损失越多,最终的饱和吸湿率越小;在60℃以内的潮湿环境中,PMI泡沫夹层结构复合材料的饱和吸湿率可以通过相同环境下面板复合材料和PMI泡沫的吸湿率进行预测。     

A Squared-Chebyshev wavelet thresholding based 1D signal compression

In this paper a square wavelet thresholding method is proposed and evaluated as compared to the other classical wavelet thresholding methods (like soft and hard). The main advantage of this work is to design and implement a new wavelet thresholding method and evaluate it against other classical wavelet thresholding methods and hence search for the optimal wavelet mother function among the wide families with a suitable level of decomposition and followed by a novel thresholding method among the existing methods. This optimized method will be used to shrink the wavelet coefficients and yield an adequate compressed pressure signal prior to transmit it. While a comparison evaluation analysis is established, A new proposed procedure is used to compress a synthetic signal and obtain the optimal results through minimization the signal memory size and its transmission bandwidth. There are different performance indices to establish the comparison and evaluation process for signal compression; but the most well-known measuring scores are: NMSE, ESNR, and PDR. The obtained results showed the dominant of the square wavelet thresholding method against other methods using different measuring scores and hence the conclusion by the way for adopting this proposed novel wavelet thresholding method for 1D signal compression in future researches.     

自然冷却混凝土显微痕迹研究

模拟火灾情况,分别对不同受热温度、自然冷却条件下的混凝土样品进行扫描电子显微镜分析。发现自然冷却条件下,混凝土受热温度不同时,微观形貌成一定的变化规律。C-S-H凝胶结构和骨料与水泥浆体界面处都会随温度发生特征变化。根据这一变化规律可鉴定自然冷却条件下混凝土受热温度,有助于准确认定起火部位。     

钢筋混凝土构件中钢筋温度数值计算方法讨论

采用有限元法计算构件截面温度时认为构件材料全部是混凝土,忽略了占截面积比率很小的钢筋,然后以钢筋所在位置的混凝土温度代替为钢筋的温度。人们对这种算法存在的误差大小并不清楚。对400mm×400mm矩形截面钢筋混凝土柱在四面受火条件下的温度场进行了计算,对比了考虑截面上存在钢筋时构件的温度场与不考虑钢筋而认为材料全部是混凝土时构件的温度场。研究发现,当考虑截面上存在钢筋时所得钢筋温度与采用简化方法所得替代温度差别不大,对构件承载力影响很小,说明这种简化的温度场计算方法安全可靠。