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31 results about "Relaxation curve" patented technology

Measurement method for influence of residual stress on relaxation of tangential dual-bolt connection structures

The invention discloses a measurement method for the influence of residual stress on relaxation of tangential dual-bolt connection structures, and belongs to the field of mechanical engineering and mechanics. The measurement method includes the steps that the tangential dual-bolt connection structures of different residual-stress bolts are clamped through a tensile testing machine, and specific periods, specific frequencies and specific alternating loads of amplitude values are provided for the tangential dual-bolt connection structures; with cyclic loading, time-variable data of mechanics anddisplacement is obtained, variations of tangential-dual-bolt clamp force under different pieces of residual stress are analyzed and obtained, and a tensile test is repeatedly carried out multiple times; under comprehensive analysis of the mechanics data and the displacement data, the high-accuracy and accurate influence of relative displacement variations between joint surfaces under different pieces of residual stress on the clamp force of the tangential dual-bolt connection structures is finally obtained; attenuation of the residual stress for the clamp force of the tangential dual-bolt connection structures is quantitatively elucidated, and in the tightening and loading process, the interaction effect of the tangential dual-bolt connection structures under different pieces of horizontal residual stress is reflected through pre-tightening-force variations of two bolts and different relaxation curves.
Owner:BEIJING UNIV OF TECH

Safety evaluation method for tunnel anchorage

The invention discloses a safety evaluation method for a tunnel anchorage. Long-term shear strength parameters of surrounding rock of the tunnel anchorage are used as a safety evaluation basis for thetunnel anchorage; the long-term shear strength parameters are measured according to the following steps: simulating engineering site surrounding rock, and preparing a tunnel anchor surrounding rock model test piece; establishing a shear strength relaxation curve of the test piece under different vertical loads through a constant-load consolidation drainage shear test; converting the shear strength relaxation curve into an lgt1/[tau] curve, and establishing a long-term strength equation of the shear strength of the test piece along with time change under different vertical loads; and selectinga required long-term strength equation under a vertical load, and determining a long-term shear strength parameter of the test piece, namely the long-term shear strength parameter of the tunnel anchor surrounding rock. According to the invention, the long-term shear strength parameter is adopted, so that the mechanical property of the rock mass under continuous shear load can be more reliably reflected, and the deviation between a test result and engineering practice is greatly reduced.
Owner:CENT SOUTH UNIV +1

Incomplete relaxation curve mileage back calculation method

The invention provides an incomplete relaxation curve mileage back calculation method. The method comprises the following steps: judging intersection points JDs of an intersection point interval wherea point P is located and curve sections corresponding to the JDs according to line coordinates and line design information of the point P; finding a point P0 closest to the point P on the curve segment corresponding to the JDs; judging whether the linear section where the point P0 is located on the curve section is an incomplete relaxation curve or not; and if the linear section where the point P0 is located on the curve section is an incomplete relaxation curve, complementing the incomplete relaxation curve into a complete relaxation curve, and calculating the line mileage and offset distance d of the point P0. According to the method, the linear segment of the point P0 on the curve segment can be judged only according to the tangent vector of each main point on the curve segment corresponding to the intersection point and the relationship between each main point and the vector of the point P, whether the linear segment is an incomplete relaxation curve or not can be further judged,all line elements do not need to be calculated, and the linear judgment process is simplified.
Owner:HUNAN LIANZHI BRIDGE & TUNNEL TECH

A material component detection method of electronic tongue pulse relaxation signal curve

The invention belongs to the technical field of food measurement and relates to a material composition detection method for an electronic tongue pulse relaxation signal curve. The method comprises the following steps: (1) preparing a detection sensor; (2) detecting a sample by virtue of the sensor by using a pulse signal; (3) determining different time points and I(t) under the different time points according to a time interval; (4) establishing a curve model; (5) expressing a curve model formula into an equation set according to the time points; (6) obtaining the next series of I0 values of the curve by virtue of an inverse algorithm, drawing, thereby obtaining a wave crest map; and (7) performing peak area comparison on the wave crest map of the detected sample and a wave crest map of a reference substance, thereby obtaining the types and content of the various components in the detected sample. According to the detection method, the defect that only the whole detected sample can be analyzed in the field of the traditional electronic tongue measurement is overcome, the various components in the detected substance are independently analyzed, the qualitative and quantitative detection is realized, the detection result is relatively accurate, and the detection range is relatively wide.
Owner:ZHEJIANG GONGSHANG UNIVERSITY

Method for determining long-term character of shield tunnel rubber sealing gasket

PendingCN113310794AAccurately Predict StressPrecise prediction of creep behaviorMaterial strength using tensile/compressive forcesRelaxation modulusRelaxation curve
The invention relates to the field of shield tunnel rubber sealing gaskets, in particular to a method for determining the long-term character of a shield tunnel rubber sealing gasket. The method comprises the steps of according to the relationship that the modulus is reduced along with the increase of time and the curve shape only moves horizontally at different temperatures, horizontally moving a short-term stress relaxation curve and a short-term creep curve to obtain a corresponding relaxation modulus sub-curve and a corresponding creep compliance sub-curve; horizontally translating the relaxation modulus sub-curve to obtain a relaxation modulus main curve according to a relationship between a stress relaxation behavior under one temperature or stress or a creep behavior under strain and a stress relaxation behavior under another temperature or stress or a creep behavior under strain; horizontally translating the creep compliance sub-curve to obtain a creep compliance main curve; and predicting the relaxation modulus value of an EPDM test sample in specified time from the relaxation modulus main curve, and predicting the creep compliance of the EPDM test sample in specified time from the creep compliance main curve.
Owner:SHANTOU UNIV

Calculation method of cloud island type station end horn mouth and related parameters thereof

The invention provides a calculation method for protecting a cloud island type station end horn mouth and related parameters thereof. The shortest station end horn mouth length is obtained under the conditions that the comfort degree of passengers is guaranteed, the speed of a train is not limited or the influence is slight (the influence degree is less than 5%), and the length of a circular curveand a clamping straight line is not smaller than the length of one train (not smaller than the full axle distance under difficult conditions). The specific parameters of the horn mouth are set as follows: the radius R is equal to 400m, the relaxation curve length l is equal to 10m, the actual superelevation rate h is equal to 2 percent, the rotation angle theta is equal to 2 degrees, 52 minutes and 00 seconds, and the allowable passing speed V is equal to 45km/h; and the second curve parameters of the horn mouth are set as follows: the radius R is 500 m, the relaxation curve length l is 16 m,the actual superelevation rate h is 2.5%, the rotation angle theta is 2 degrees 52 minutes 00 seconds, and the allowable passing speed V is 60 km/h. Compared with the prior art, the method has the beneficial effects that the purposes of reducing the engineering investment and improving the landscape effect are achieved.
Owner:CHINA RAILWAY DESIGN GRP CO LTD

Thin slab funnel-shaped crystallizer wide-faced copper plate based on relaxation curve and preparation method

ActiveCN110000349BReduce lateral stressEfficient solidification shrinkage lawRelaxation curveThin slab
The invention discloses a wide face copper plate of a sheet billet hopper-shaped crystallizer and based on a transition curve and a manufacturing method. According to the wide face copper plate, the transition curve and a circular curve are adopted, combined and connected to form a transverse curve on the basis that a billet shell solidification contraction and deformation mechanism is taken intoaccount, and therefore the situation that the transverse curvature of a cast billet continuously changes is guaranteed, and the transverse stress of a billet shell is reduced; and a hyperbolic taper curve is adopted by a longitudinal curve, and the change of the curvature of the portion nearby the meniscus face is large so that the requirement for the taper of the portion nearby the meniscus facecan be preferably met. The wide face copper plate of the sheet billet hopper-shaped crystallizer and based on the transition curve has the advantages that the design of the transverse curve and the longitudinal curve conforms to the solidification contraction rule of the cast billet, and therefore the stress of the cast billet is conveniently reduced, the generation probability of cracks of the cast billet is reduced, and the requirement of the high casting speed for the copper plate of the sheet billet crystallizer is met.
Owner:CONTINUOUS CASTING TECH ENG OF CHINA

Design method for railway curves based on "six-degree two-stage transitional curves"

The present invention discloses a railway curve line designing method based on "sextic two-segment transition curve". The method is characterized in that a rail line of a railway is designed as the following equations: plane curve equation: y1 = 2L<2> / 15R [3(x / L)<5> - 2(x / L)<6>] [0, L / 2]; y2 = L<2> / 120R [32(x / L)<6> - 144(x / L)<5> + 240(x / L)<4> - 160(x / L)<3> + 60(x / L)<2> - 12(x / L) + 1] [L / 2, L] (1); facade ultra-high equation: h1 = 8H [(x / L)<3> - (x / L)<4>] [0, L / 2]; h2 = H [8(x / L)<4> - 24(x / L)<3> + 24(x / L)<2> - 8(x / L) + 1] [L / 2, L] (2); wherein a ZH point (a straight-spiral point) is used as the original point, the extension direction of a straight rail is used as the positive direction of the x axis, and one side of the curve is used as the positive direction of the y axis; L is the length of a transition curve; R is the radius of curvature of a circular curve; and H is the elevation of an outer rail of the circular curve in the design. Compared with existing traditional transition curves in our country, the present invention provides a curve with a higher curve continuous order, greatly improves the smoothness of the curve segment of the railway, and eliminates serious vibration source caused by unsmooth geometry of the curve segment of railway, and avoids impact between the rail of the transition curve segment and trains.
Owner:ZHOUKOU NORMAL UNIV
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