共查询到20条相似文献，搜索用时 31 毫秒
1.
A theoretic model is proposed based on the mechanism of the buckling failure of the stitched composite laminates containing delaminations. The buckling strength of the stitched composite laminates under the in-plane compressive load is predicted. The critical percentage elongation of the stitching thread is taken into account as a control parameter of the buckling failure. The energy method is used to calculate the buckling strength of the stitched composite laminates, and the minimal potential energy is used to calculate that of the unstitched composite laminates. The result shows that the buckling strength of the stitched composite laminates is larger than that of the unstitched composite laminates. The effects of stitching technical parameters such as the stitch thread diameter, stitch step and stitch space on the stitched composite laminates are also analyzed. 相似文献
2.
An analytical model named fibres bend model (FBM) is presented for the in plane mechanical properties of stitched composite laminates. It is supposed that the primary reason of the effect of the in plane mechanical properties of stitched composite laminates is the misalignment of the fibres as they are forced to spread around the stitches. The geometrical characteristics of the fibres in the stitch unit cells are considered. The elastic relation of stress and strain of the stitched laminates is obtained finally. The in plane tensile strength is calculated in the example of the stitched composite laminates [0/45/0/-45/90/45/0/-45] 2S . The results show that the theoretical predicted values accord well with the experiments. The model is proved to be feasible. 相似文献
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The governing partial differential equations (PDEs) are deduced from the asymptotically correct, geometrically nonlinear theory to research the bucking and mode jumping behavior of biaxially antisymmetric angle-ply composite laminates. The PDEs are transformed into a system of nonlinear ordinary differential equations (ODEs) by using the generalized Galerkin method. Then, the post-buckling behavior is analyzed by using the solution extension software. At last, the paths of buckling mode jumping and critical loads for the composite laminates under the in-plane boundary condition of straight edge are determined. An example of 4-layer composite laminates shows that the numerical results in the primary post-buckling region from the present method agree with the finite element analysis (FEA); while the FEA may lose its convergence when solution comes close to the secondary bifurcation point, the analytic method has the capability to explore deeply into the post-secondary bucking realm and capture the mode jumping phenomenon. 相似文献
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In this paper, on the basis of the compressive tests of composte rock, the different kinds of mechanical properties of composite rock under different bond states are discussed. Authers found that all mechanical properties of composite rock relate to the bond strength between layers and are dilferent when the layers'' bond strength is changed. With increasing the bond strength between layers of the composite rock, the limiting strength, elastic modulus, and breaking energy increase, and this phenomenon is to be stability gradually when they reach some volue, with increasing the layers'' bond strength, the poson ratio reduces. 相似文献
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Mechanical Properties of Concrete Cylinders Confined with CFRP Sheets Subjected to Axial Compression
Based on Drucker-Prager criterion with non-associated flow rule, numerical analysis of mechanical properties of concrete cylinders were carried out by using non-linear finite element method. The effect caused by various parameters such as wrap thickness, fiber orientation and concrete strength on axial mechanical properties of concrete cylinders is discussed. The results show that the results calculated by non-associated flow rule conform to that in the test. It is demonstrated that there is significant enhancement both in compressive strength and ductility of cylinders with the increase of wrap thickness. Moreover, the gain in axial compressive strength is observed to be higher for lower strength concrete and be highest in the cylinders wrapped with the hoop orientation. 相似文献
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A iteration method for the orientation and the distribution of fibers in a composite ply with a pre-formed hole is proposed, which is based on the FEM analysis and the corresponding criterion of strength and continuous condition of fibers. It is shown that, there is marked increase of the load carrying capability compared with that of the ply with a drilled hole. The obtained result can further be extended to the design of composite laminate with pre-formed holes. 相似文献
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SHENG Guangmin WU Lili DENG Yongqiang WEI Fulong LI Zhengsong ZHANG Dongsheng YANG Maolin 《保鲜与加工》2012,(7):72-76
The microstructure, mechanical properties, tensile fractures and the precipitation of the second phase of vanadium microalloyed wire rods with different nitrogen contents are studied by hydraulic universal testing machine, scanning electron microscopy(SEM) and transmission electron microscopy(TEM) . The results show that the interlamellar spacing of pearlite is smaller in high nitrogen steel; the high nitrogen steel has higher yield strength, tensile strength and lower elongation and reduction of area; there are more inclusions on the tensile fracture surfaces of the high nitrogen steel; and in high nitrogen steel, the size of precipitation, mainly precipitating at dislocation or the boundary of austenite, is finer than that of low nitrogen steel, what is more, fine V(C,N) particles are concluded in the precipitations. 相似文献
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以壳聚糖为成膜剂,植酸为抗氧化剂,并添加丙三醇制备一种具有保鲜性能的壳聚糖-植酸复合膜。以复合膜的拉伸强度、断裂拉伸率、水蒸气透过系数、透光率为考察指标,进行单因素试验,再以拉伸强度为响应值,运用Design Expert软件对壳聚糖添加量、植酸添加量、丙三醇添加量进行三因素三水平响应面试验设计。以感官品质、色差、电子鼻分析为指标,探究复合膜对鲈鱼保鲜风味效果的影响。结果表明,复合膜的最佳工艺配方为：壳聚糖添加量1.5 g/100 mL,植酸添加量0.06 g/100 mL,丙三醇添加量0.225%。此条件下制成的复合膜工艺最好,拉伸强度可达29.281 MPa。由该复合膜包裹的鲈鱼片可以保持较高的感官品质,有效控制L*、a*值的降低和b*值的升高。采用电子鼻进行气味检测,发现随着储藏时间的延长,PE保鲜膜包裹的鲈鱼肉响应强度大于复合膜组。按最优配方制备的壳聚糖-植酸复合膜对鲈鱼片具有一定的保鲜效果。 相似文献
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In this paper the effect of the components of VAE latex modified cementitious waterproofing coating on its properties is studied. The results show that the tensile strength, bond strength and water resistance of the compound water proofing coating increase greatly in comparison with those of the coating without addition of cement. This compound coating is a new type of waterproofing material with excellent performance. 相似文献
11.
剪力连接件是保证GFRP混凝土组合梁/板中两种不同材料共同工作的重要构造,设计了矩形肋和T形肋两类GFRP肋式剪力连接件,进行了3组共8个GFRP肋式剪力连接件的推出试验,包括：矩形肋开孔、T形肋开孔、T形肋不开孔3组GFRP肋式剪力连接件,得到了其破坏形态、极限承载力、荷载滑移曲线及荷载应变变化规律,重点研究肋内开孔及肋的截面形式对GFRP肋式剪力连接件受力性能的影响。试验结果表明：GFRP肋式剪力连接件的破坏形态均为混凝土劈裂破坏;对比矩形肋开孔试件,T形肋开孔试件强度高、延性好;对比T形肋不开孔试件,T形肋开孔试件强度与延性均能提高。基于试验结果,建立了考虑肋内开孔及肋截面形式影响的GFRP肋式剪力连接件极限承载力计算公式,拟合得到了GFRP肋式剪力连接件的荷载滑移曲线上升段的理论模型,建立了其抗剪刚度计算公式。 相似文献
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In this paper, the finite element method is used to analyze the behavior of the prestressed V-shape Slab Roof structure, especially the effect of temperature change on the stress of slab. The calculated results indicate that when the temperature changes, the tensile stress at the lower extreme fibers of the flange plate near rib exceeds the tensile strength of concrete subjected to the combined action of triaxial stresses and results in the longitudinal cracks of the flange plate. The deflection analysis is based on the mechanical model of the prestressed V shape slab with the longitudinal cracks. The calculated results are in general agreement with the field observations. 相似文献
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为研究生物预处理对秸秆纤维解离作用,促进制浆过程纤维分丝帚化及成膜性,采用实验室模拟发酵法,探讨微生物接种量及发酵时间对秸秆纤维化学组分、纤维形态及膜力学性质的影响。结果表明,与对照相比,接种1%外源菌处理稻秸14天时降解率达到20%,纤维降解适中,细小纤维占比仅59.63%~67.91%,纤维间交织力增强,纤维的疏解与拆分效应提升,打浆能耗降低71.54%。且随发酵时间的延长,纤维膜的抗张强度先升高再降低,第7和14天时分别提高7.6%和4.64%;3%接菌量处理14天时,浆料重均和质量加权增幅最大至28.57%和49.36%,膜撕裂度最高达240.9 mN。抗张强度与纤维质量间无明显相关性,耐破强度与纤维质量加权长度间呈负相关,撕裂强度与纤维数均长度、重均及纤维长宽比间呈显著正相关。该研究为生物降解秸秆纤维地膜的开发应用可行性提供技术支撑。 相似文献
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土壤水分对植物根系固土力学性能的影响综述 总被引：4，自引：0，他引：4
为了分析土壤水分对植物根系固土力学性能的影响机制,揭示根系固土力学机理和科学防治土壤流失提供基础理论研究思路,本文分析了土壤含水量对根系分布、根系抗拉特性、根系-土壤相互作用、根系-土壤复合体抗剪特性和根系固土力学模型的影响,探讨了根系固土力学性能对土壤含水量的响应机理研究现状及发展趋势。认为根系形态与根系固土效果紧密相关,目前缺乏土壤水分对根系形态及根系固土力学特性的定量研究;对根系抗拉强度和拔出强度的影响因素等关注较多,但对土壤水分变化是否影响根系强度、根土界面摩擦和根系破坏模式研究非常少;土壤水分在植物固持水土的水文效应中研究较多,但其对根系固土力学性能的影响规律尚需进一步研究;评价根系固土力学性能的模型没有考虑或充分考虑土壤水分变化对固土效果的影响,且模型中各影响因素的相对重要性关系尚不清楚。分析结果深化了对降水影响覆盖植被边坡稳定性机理的理解,为深入研究土壤水分与根系固土力学机制相互作用提供了理论基础。 相似文献
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以隧道热害问题为背景,通过模型试验、近似模拟湿喷技术、定量分析及微观测试相结合的方法研究不同掺量玄武岩纤维喷射混凝土劈裂强度和粘结强度等力学性能的影响,横向对比标准养护和干热养护下的不同体积掺量的玄武岩纤维混凝土的力学性能,同时也加入硅灰以及钢钎维作为参照,以便从机理程度上提出更有效的解决热害措施。试验研究表明：在混凝土中加入玄武岩纤维,对混凝土起到了增强和阻裂的作用,改善了混凝土的脆性易裂的破坏状况。干热环境下,加入少量的玄武岩纤维能够提高混凝土的力学性能。当玄武岩掺量为0.1%玄+5%硅灰时,喷射混凝土的力学性能最好,加入0.2%玄武岩纤维掺量,也有一定程度的改善。实际隧道施工中,可通过加入适量的玄武岩纤维和适量的硅灰,可降低混凝土在热害环境下的危害。 相似文献
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壳聚糖基抗菌保鲜膜制备工艺的优化 总被引：1，自引：0，他引：1
为提高壳聚糖基抗菌保鲜膜的强度,以拉伸强度为指标,考察丙三醇、聚乙烯醇、纳米TiO_2和纳他霉素添加量对壳聚糖基抗菌保鲜膜拉伸强度的影响,在此基础上利用响应面法优化其制备的工艺参数,并采用扫描电镜(SEM)观察其微观结构。结果表明,壳聚糖基抗菌保鲜膜最佳制备工艺参数为:丙三醇添加量为0.8%、聚乙烯醇添加量为0.75%、纳米TiO_2添加量为0.08%、纳他霉素添加量为0.075%。在此条件下,壳聚糖基抗菌保鲜膜性能参数为:拉伸强度为12.37 MPa,断裂伸长率为34.08%,膜厚度为0.65 mm,透湿量为563 g/(m~2·24 h),透氧系数为2.294×10~(-15)mL·m~(-2)·s~(-1)·Pa~(-1),透光率为57.4%。扫描电镜观察结果表明,壳聚糖基抗菌保鲜膜表面光滑、连续、细致,各组分具有良好的相容性。 相似文献
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为了评价玉米带耕沟播模式下机械培土对抗倒性状及产量和产量结构的影响。以生产常规模式不培土不化控为对照(T1ck),设生产常规模式不培土化控(T2)、带耕沟播模式不培土不化控(T3)、带耕沟播模式不培土化控(T4)、带耕沟播模式喇叭口期培土1次(T5)和带耕沟播模式抽雄期培土1次(T6),进行大田比较试验,结果表明：带耕沟播喇叭口期培土玉米穗位高度比对照降低16.49cm,茎秆田间抗拉弯强度比对照增加30.72%,室内横折强度比对照增加28.50 %,百粒重增加1.51g,穗粒数增加64.09粒,比对照增产20.09%。带耕沟播喇叭口期机械培土不仅提高玉米茎秆的抗倒能力,同时增加产量。 相似文献
18.
Because high material strength and composite load-bearing are emphasized in constructing members for high-rise steel frame structures, in a composite connection, steel strength has a dramatic influence on both the bearing performance and the composite action of the concrete slab. Based on a finite element analysis, we discuss the composite effect and the connection breaking mode, focusing on the performance change of the composite effect in adopting high strength steel. It can be found from the results that, along with the improvement of the steel strength, the elastic and plastic ultimate strength of the composite connection will increase, the ductility will decrease to a certain extent, and the composite effect of the concrete slab will diminish. The collapse of the concrete in a positive moment side contacting the column flange is viewed as the limiting state of the connection. 相似文献
19.
高温下钢管约束型钢混凝土柱的受力性能 总被引：1，自引：0，他引：1
火灾下无防火保护的结构构件温度会迅速上升,从而造成钢材和混凝土的强度明显下降。为了研究火灾下钢管约束型钢混凝土柱的受力性能,考虑火灾下钢管约束型钢混凝土柱的不均匀温度分布及温度对材料力学性能的影响,提出了火灾下受轴心荷载作用的钢管约束型钢混凝土柱承载力的计算方法。利用有限元软件ABAQUS对提出的计算方法进行了验证,结果吻合较好。进而采用该计算方法对影响高温下承载力的参数进行了分析,研究表明：随着构件截面尺寸的增加以及混凝土强度和钢材强度的提高,构件的承载力逐渐增加,而钢管壁厚的改变对承载力并无太大影响。利用有限元软件ABAQUS分析了荷载比、构件尺寸、钢管壁厚等因素对构件耐火极限的影响,发现耐火极限随着荷载比和钢管壁厚的增加而减小,随着构件尺寸的增加而增大。 相似文献
20.
The effect of water to cement ratio, fiber types and content, cement types on the bending performance of the extruded fiber reinforced cementitious board were studied. And it was found that polyvinyl alcohol (PVA) fibers can significantly improve the ductility of the board compared with polypropylene (PP) fibers. As PVA fiber content achieved 1.7%, the strain hardening and multiple cracking were occurred on the extruded board, while strain softening were shown on PP fiber reinforced cement board. The difference between the two kinds of board was from the differences of the mechanical properties of the two fibers. In addition, taking the fiber reinforced extruded board as base, the ultimate bending strength, as well as and the corresponded deflection and the resistant to chloride iron penetrating, was improved for a composite beam with fiber board and concrete compared with those of traditional concrete beam. 相似文献