两端不等弯矩作用下薄壁梁柱的弯扭屈曲

本文采用Ｒａｙｌｅｉｇｈ－Ｒｉｔｚ法求解两端不等弯矩作用下单轴对称开口薄壁截面梁柱弯扭屈曲临界荷载，分析中考虑了三种常见的边界条件以及屈曲前变形的影响，将本文弯扭屈由临界荷载理论值与试验值比较，吻合较好。     

磷石膏改良剂对土壤水分扩散率的影响

以靖远(A)、瓜州(B)、金昌(C)和新疆(D)4个区域盐渍化土壤为对象,采用水平土柱入渗法,探讨磷石膏盐碱土改良剂不同用量(0、6 000、12 000 kg·hm~(-2))对湿润峰移动平均速率和土壤水分扩散率的影响。结果表明:不同用量磷石膏盐碱土改良剂对4种盐渍化土壤水分扩散率影响不同。对于A、B、D 3个区域盐渍化土壤,改良剂用量为6 000 kg·hm~(-2)以下时,对土壤水分传输潜在能力有促进作用;当改良剂用量超过6 000 kg·hm~(-2)时,改良剂对土壤水分传输潜在能力有抑制作用。而对于C区域盐渍化土壤,随着改良剂用量的增加,对水分传输潜在能力有明显的促进作用,这说明改良剂对C区域盐渍化土壤作用效果明显。     

U形渠道圆头量水柱测流影响因素试验及模拟

为研究U形渠道圆头量水柱的测流规律及影响因素,基于绕流理论和RNG k-?湍流模型,对18种体型圆头量水柱5种工况下的水力性能进行全流场数值计算,获得了时均流场、断面流速分布及柱后水流流态,并与实测值进行对比。同时,通过模型试验与数值仿真研究了V形尾翼对测流的影响。结果表明：水力参数的实测值与模拟值具有较好的一致性,渠道底坡为1/1 000,流量为45.01 L/s,收缩比及长宽比分别为0.50和2时,驻点处横断面最大流速模拟值与实测值相对误差为1.51%,水深15 cm位置剖面最大流速模拟值与实测值相对误差为0.45%。适宜长宽比的V形尾翼可以有效改善过槽水流：当收缩比为0.50～0.75时,建议长宽比为3/2～2;当收缩比＜0.50时,长宽比应相应增大,但不宜＞5/2。通过回归分析得到的圆头量水柱流量计算公式,在收缩比为0.63时最大测流误差为4.95%,平均误差仅为0.10%,该研究为圆头量水柱在中国北方灌区末级渠系的进一步应用提供参考。     

不同架式对四师67团酿酒葡萄生长发育和果实品质的影响

[目的]探索适宜当地"赤霞珠"葡萄优质、高效生产的架式与树形.[方法]以2年生"赤霞珠"葡萄品种为试材,研究了传统"篱架"、"V"型架对伊犁67团"赤霞珠"葡萄节间生长情况、果实相关品质的影响.[结果]采用"V"型架的整形方式可显著增加结果枝的节间长度,降低节间粗度;增加可溶性固形物、总酚、总花色素含量,降低可滴定酸和单宁含量;显著地增加单穗重、单粒重、果实纵横径、每棵树结果数.[结论]"V"型架在品质、产量均优于篱架,对当地酿酒葡萄的发展具有一定的指导和理论意义.     

Movement and Distribution of Cryptolestes ferrugineus (Coleoptera: Laemophloeidae) Adults Under Different Temperature Differences in Different Lengths of Horizontal Grain Columns

Understanding insect movement and distribution is critical for developing an effective insect pest management protocol. Movement and distribution of adult Cryptolestes ferrugineus (Stephens) in response to nominal temperature differences of 5, 10, 15, and 20°C in 1- and 2-m horizontal columns filled with 12.5% moisture content wheat were studied in 24, 48, and 72 h of movement times. In the wheat columns without temperature differences, adults had a diffusion distribution pattern caused by their random movement. Adults showed bias movement to the warmer grain in wheat columns with temperature differences and preferred the warmer grain regardless of the magnitude of temperature differences in less than 24 h. Their distribution did not have significant differences among different movement times in 1- or 2-m columns. About 40% of adults moved to the warmer wheat located at 0.4 to 0.5 m in the 1 m column but did not move to the warmer wheat located at 0.9 to 1 m in the 2-m column. Therefore, length of grain column influenced detection of warmer grain by insects. Adults under different temperatures had a similar response as that under linear temperature gradients.     

红叶石楠提取类胡萝卜素的工艺条件研究

在单因素试验基础上,采用正交试验优化红叶石楠绿叶中类胡萝卜素的提取工艺条件,并用柱层析分离纯化粗提液中的类胡萝卜素。结果表明,在40℃下以丙酮∶乙醇=1∶1为提取剂,料液比1∶10,浸提时间1.5 h,类胡萝卜素含量可达51.26μg/g。该类胡萝卜素粗提液经过柱层析法初步分离纯化,纯化倍数可达1.41。     

Seismic behavior of reinforced-concrete and steel reinforced concrete ultra short columns

进行了4个钢筋混凝土(RC)超短柱、4个型钢混凝土(SRC)超短柱和6个RC分体柱的滞回性能试验研究.8个超短柱的剪跨比为1;6个分体柱的剪跨比为2.4.试验结果表明,RC超短柱的变形能力不满足现行抗震规范要求.不设剪力连接件的SRC超短柱的破坏模式为黏结破坏,与RC超短柱相比,其抗剪承载力和变形能力并无明显提高;设置剪力连接件的SRC超短柱的破坏模式为斜压破坏,其抗剪承载力和变形能力显著提高,但构件的变形能力仍然难以满足现行抗震规范要求.试验结果还表明,在RC超短柱中开缝,形成剪跨比大于2的RC分体柱,可有效提高柱子的延性和变形能力.对于RC分体柱,随轴压比的提高,构件的抗弯承载力提高,但延性和变形能力下降;当设计轴压比大于0.7时,RC分体柱的变形能力不满足现行抗震规范要求.根据试验结果,提出了SRC超短柱的剪力连接件设计方法和RC分体柱的设计建议.     

外包钢加固法的安全性防范措施研究

采用外包角钢加固的钢筋混凝土柱,其加固效果和安全性与诸多因素,如加固设计、加固施工工艺、加固端锚固构造、加固角钢的增钢率与增箍率、原柱所处的应力状态、使用过程中的维护管理等有关。对外包钢加固钢筋混凝土柱过程中影响其加固效果和安全性的诸多因素的安全性防范措施进行了初步的分析研究和探讨。     

A Comparative Study of Confined Concrete Models under Cyclic Loading

In this paper,four models are selected as the representatives and applied to nonlinear dynamic analysis program for space frames which is based on the beam-column elements using the finite element flexibility method and the fiber model.Park's test on combined axial and bending columns under cyclic loading are taken as the calibrations,comparisons to material and structural member level are drawn and the analytical results of various models are discussed.