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100 results about "Differential stress" patented technology

Differential stress is the difference between the greatest and the least compressive stress experienced by an object. For both the geological and civil engineering convention σ₁ is the greatest compressive stress and σ₃ is the weakest, σD=σ₁-σ₃. In other engineering fields and in physics, σ₃ is the greatest compressive stress and σ₁ is the weakest, so σD=σ₃-σ₁. These conventions originated because geologists and civil engineers (especially soil mechanicians) are often concerned with failure in compression, while many other engineers are concerned with failure in tension.

Detecting instrument for concrete gas seepage coefficient under single-shaft-pressure stress and detecting method

InactiveCN1815175ASolve the test problem of permeability coefficientSolve test problemsSurface/boundary effectMaterial testing goodsTest sampleTester device
Said invention refers to concrete gaseous permeability coefficient uniaxial compressive stress tester and testing method belonging to concrete material viability detection technique field. It contains dying, dying sample room, supporting frame, lifting jack, pressurizing plate, compressed gas tank, and pressure gauge etc, wherein dying consisting of dying cover board and dying bottom case, dying sample room located in dying bottom case, dying cover board and dying bottom case respectively set with outgoing gas chamber, intake chamber in turn connected with inlet valve, compressed gas, and pressure gauge, lifting jack and pressurizing respectively located at two ends of test sample, one side of dying bottom case set leakage check groove. In testing, tested sample is located in dying sample room, pressing in wedge, screwing dying, checking leak tightness, starting up lifting jack, applying compressive stress in test sample, opening compressed gas tank valve, keeping tested sample equilibration time being 10-20 minute, each tested sample repeating testing gas permeation time by more than 3-5 times, changing test pressure and repeat testing, to obtain tested sample permeability coefficient average value, taking 3-5 tested sample permeability coefficient average value as test value of said group tested sample. Said invention has easy and simple to handle, reliable test result, assembly type unit, and convenient for carrying.
Owner:TONGJI UNIV

Method for quantitatively determining brittle-ductile critical condition of gypsum rock-carbonatite

The invention provides a method for quantitatively determining the brittle-ductile critical condition of gypsum rock-carbonatite. The method comprises the steps that the gypsum rock-carbonatite is adopted as a sample, and the sample comprises the lithological characters of gypsum containing dolomite, gypseous dolomite, dolomite-quality gypsum rock and dolomite containing gypsum rock; temperature and pressure of a critical construction period of petroleum entrapment evolution according to the history of structural evolution of a basin where the gypsum rock-carbonatite is located, and are adopted as temperature and pressure of experimental simulation; the maximum differential stress value and the maximum inflection point stress point of the sample are measured under simulation temperature and pressure respectively; the critical position of conversion of the brittleness and tenacity of the sample is quantitatively evaluated according to the maximum differential stress value and the maximum inflection point stress point of the sample, and the brittle-ductile critical condition of the gypsum rock-carbonatite is quantitatively determined. According to the method, the brittle-ductile critical condition of the gypsum rock-carbonatite can be accurately evaluated, and a basis is provided for accurately evaluating and predicting petroleum entrapment of the gypsum rock-carbonatite.
Owner:PETROCHINA CO LTD

Method for measuring two-dimensional stress at weld joint by using Barkhausen effect and detection instrument

The invention discloses a method for measuring two-dimensional stress at a weld joint by using a Barkhausen effect and a detection instrument. A ferrite magnetic core and a magnetic core of a Barkhausen measuring probe are directly contacted with the surface of the weld joint of the test piece, so that the X-direction tangential stress and the Y-direction axial stress of the weld joint of the test piece are calibrated; the Barkhausen measuring probe is used for collecting excitation signals and detecting Barkhausen signals, stress signal amplitude waveforms are obtained, and signal amplitude noise is obtained according to the waveforms; a Barkhausen noise signal amplitude is extracted from a signal detected by the Barkhausen measuring probe, the Barkhausen noise signal amplitude continuously changes along with the tension and pressure stress values to form a tension and pressure fitting curve, and the tension and pressure fitting curve serves as a calibration result of the relation between the Barkhausen noise signal amplitude and the continuous tension and pressure stress; and finally, a Barkhausen noise signal, the residual stress sigma1 in the vertical direction, the residual stress sigma2 in the parallel direction and the quantitative relation of the included angle theta between the main stress direction and the magnetic field direction are obtained, and the two-dimensional residual stress of the welding area is directly detected.
Owner:思特尔智能检测系统(苏州)有限公司

Model for simulating stress state of concrete and test method

The invention discloses a model for simulating the stress state of concrete and a test method, and belongs to the field of concrete structure simulation tests. According to the model, corresponding stress distribution is generated on a wet joint interface of the model through a method of generating eccentric tension prestress through eccentric arrangement of prestressed twisted steel, a convex cross section is adopted so that pressure stress can be more easily concentrated on the top face of a web and tensile stress can be more easily concentrated on the bottom face of a flange plate, and therefore, a large-numerical-value tensile-compressive-stress ratio can be generated through a small-size model, and the tensile-compressive-stress states of various large bridges and buildings can be simulated. The stress distribution mode and the stress magnitude of the model section can be accurately controlled by adjusting the size of the model section, the prestress tensioning force and the position of the prestress twisted steel relative to the neutral axis section, and then the tension and compression stress state of the actual prefabricated assembled bridge wet joint construction stage issimulated. The model and the test method can be used for researching the rigidity, strength and stress mechanism of a precast concrete wet joint.
Owner:HUAZHONG UNIV OF SCI & TECH +1

Method for measuring stability of partition wall in shallow-buried single-hole double-line bias tunnel

ActiveCN111189660ARealize the stability checkClear stability criteriaStructural/machines measurementStability coefficientStability criterion
The invention belongs to the technical field of tunnel engineering. The invention discloses a method for measuring the stability of a partition wall in a shallow-buried single-hole double-line bias tunnel. An instability evaluation method and checking calculation criteria for the partition wall in the single-hole double-line bias tunnel are established according to the change rule of surrounding rock bias stress transmitted by an upper lining on the partition wall and the composite effect of wind pressure generated in the tunnel driving process on the partition wall of the operating tunnel, and stability checking calculation of the bias partition wall is achieved; bias stress borne by surrounding rock on the upper portion of the single-hole partition wall and horizontal bias stress and vertical stress borne by the partition wall are combined, and then distribution and action modes of pneumatic wind pressure on the partition wall are considered in an overlapped mode; a composite stability determination method is derived and established based on bias voltage and wind pressure, and a K value stability coefficient is proposed for determining the stability of the partition wall. The method provided by the invention has a clear stability criterion, provides a basis for single-hole double-line bias tunnel evaluation and prevention and control, and has the characteristics of simplicity, convenience and practicability.
Owner:CHINA RAILWAY 19TH BUREAU GRP FIFTH ENG CO LTD +1

Method for predicting fatigue life by energy method considering machined surface integrity

The invention discloses a method for predicting fatigue life by an energy method considering machined surface integrity, and belongs to the technical field of life prediction of high-strength steel materials, and the method comprises the following steps: obtaining geometric-mechanical-metallurgical properties before a fatigue test; obtaining hysteresis loop data and fatigue life data of different circulation cycles; obtaining a revision coefficient of the surface topography and the surface hardness to the total energy through a micro-crack non-propagation threshold value; obtaining a surface layer residual compressive stress energy revision coefficient considering different depths; importing the revision coefficient of the total energy into a surface layer residual compressive stress energy revision coefficient item of a single-cycle energy density-life method; obtaining one-cycle plastic strain energy when the fatigue test is stable through a back stress equation; and realizing fatigue life prediction and characterization of the material under different processing surface integrity parameters by adopting a correction single-cycle cycle energy density-life method. The method effectively solves the problem of life prediction of the material under the action of different surface integrity of medium and low cycle fatigue.
Owner:BEIJING INSTITUTE OF TECHNOLOGYGY
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