CN112179836B - Accelerated test device for researching concrete performance degradation under sulfate erosion - Google Patents
Accelerated test device for researching concrete performance degradation under sulfate erosion Download PDFInfo
- Publication number
- CN112179836B CN112179836B CN202011049881.8A CN202011049881A CN112179836B CN 112179836 B CN112179836 B CN 112179836B CN 202011049881 A CN202011049881 A CN 202011049881A CN 112179836 B CN112179836 B CN 112179836B
- Authority
- CN
- China
- Prior art keywords
- concrete
- titanium alloy
- erosion
- box
- alloy sheet
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N17/00—Investigating resistance of materials to the weather, to corrosion, or to light
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N17/00—Investigating resistance of materials to the weather, to corrosion, or to light
- G01N17/002—Test chambers
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Biodiversity & Conservation Biology (AREA)
- Ecology (AREA)
- Environmental & Geological Engineering (AREA)
- Environmental Sciences (AREA)
- Physics & Mathematics (AREA)
- Health & Medical Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Analytical Chemistry (AREA)
- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
- General Physics & Mathematics (AREA)
- Immunology (AREA)
- Pathology (AREA)
- Testing Resistance To Weather, Investigating Materials By Mechanical Methods (AREA)
Abstract
The invention discloses an accelerated test device for researching concrete performance deterioration under sulfate erosion, which comprises: the electric field accelerating device comprises an erosion box and a power box, wherein a stainless steel mesh is arranged in the erosion box, the concrete sample is located in the stainless steel mesh, the other end of the titanium alloy is connected with the anode of the power box, the stainless steel mesh is connected with the cathode of the power box, and sulfate erosion liquid is further placed in the erosion box. The method realizes the acceleration process of the sulfate erosion concrete, is simple and convenient to operate, and effectively shortens the test period.
Description
Technical Field
The invention belongs to the technical field of concrete durability research, and particularly relates to an accelerated test device for concrete performance degradation in a sulfate corrosion environment.
Background
Sulfate erosion is an important factor in the deterioration of the performance of concrete structures in marine environments and high saline-alkali land areas. Sulfate ions in the environmental water diffuse into the concrete and react with hydration products to generate products such as ettringite, gypsum and the like. These expansive corrosion products generate internal stress in the concrete, and when the internal stress is accumulated to exceed the tensile strength of the concrete, the concrete expands and cracks. And simultaneously, hydration products such as calcium silicate hydrate, calcium hydroxide and the like are consumed, the cementing property of the cement paste and the aggregate is reduced, the mechanical property of the concrete is reduced, the bearing capacity of the structure is reduced, and the design service life cannot be reached. Since sulfate attack on concrete is a long-term process, researchers often employ accelerated testing methods. The existing accelerated test methods mainly comprise the following methods: increasing the reaction area of the sample, increasing the concentration of the erosion liquid, increasing the temperature of the erosion liquid, increasing the water-cement ratio of the test piece and alternating wetting and drying. Even in these methods, the test sample is often simply immersed in the solution, and the test cycle is long, and generally takes one year or more.
The national current standard GB/T50082 'Standard for testing the long-term performance and durability of common concrete', recommends the acceleration of the concrete in a dry-wet cycle mode, but the concrete needs to be dried for 6 hours at the high temperature of 80 ℃, some researchers have suspicion on that whether the hydration products in the concrete can be kept stable at the temperature, the method is mainly applied to the test of the sulfate erosion resistance of concrete materials at present, and is rarely used for exploring the degradation process of the sulfate erosion concrete.
Although the existing electroosmosis pulse principle is utilized to carry out the related test method of electroosmosis accelerated corrosion concrete on the concrete, the side surface of the concrete needs to be treated, electrode plates need to be pasted and the like, and three-dimensional uniform corrosion cannot be realized; in some cases, for the condition that the concrete is corroded by sulfate at low temperature, through drilling a sample, placing an electrode and then measuring electrochemical parameters, although the evaluation of the corrosion degree is realized, the mechanical property evolution law which is more concerned in engineering cannot be known.
Disclosure of Invention
The invention aims to provide an accelerated test device for researching concrete performance degradation under sulfate erosion, which can effectively shorten the test period, truly reflect the process of the sulfate erosion of concrete, is simple and convenient to operate and facilitates the measurement of the concrete performance.
In order to achieve the purpose, the invention provides the following technical scheme:
an accelerated test device for researching concrete performance deterioration under sulfate erosion comprises: the electric field accelerating device comprises an erosion box and a power box, wherein a stainless steel mesh is arranged in the erosion box, the concrete sample is located in the stainless steel mesh, the other end of the titanium alloy is connected with the anode of the power box, the stainless steel mesh is connected with the cathode of the power box, and sulfate erosion liquid is further placed in the erosion box.
Further, the titanium alloy sheet is located at the center of the concrete sample.
Further, the thickness of the titanium alloy sheet is 1mm, and the width is 0.1 times of the minimum size of the concrete sample.
Furthermore, the interface of the titanium alloy sheet and the concrete sample is coated with an epoxy resin sealing material.
Furthermore, the erosion box further comprises a liquid inlet and a liquid outlet, and the liquid inlet and the liquid outlet are respectively positioned at the upper part and the bottom of the erosion box.
Further, the erosion box further comprises a filler strip, the filler strip is arranged in the stainless steel net, and the concrete sample is placed on the filler strip.
Further, a plurality of stainless steel nets are arranged in the erosion box.
Further, the concrete sample was prepared by the following method:
mixing cement, water, coarse aggregate, fine aggregate and a water reducing agent into fresh concrete according to a designed mixing proportion;
vertically inserting a titanium alloy sheet into a hard paper shell with a central hole, and placing the titanium alloy sheet at the bottom of a mold before pouring;
after fresh concrete is added into the mould, the foam board with the hole reserved in the center is placed in the mould, and the titanium alloy sheet penetrates through the hole reserved in the center of the foam board;
placing the mould on a vibrating table for vibrating, taking out the foam board after vibrating, continuously adding fresh concrete into the mould, placing the foam board, vibrating, and repeating the operation until pouring is finished;
standing for 24 hours and then demoulding;
coating an epoxy resin sealing material on the junction of the titanium alloy sheet and the concrete, and standing for a set time after coating;
and after the concrete sample is manufactured, putting the concrete sample into a standard curing box with the temperature of 20 +/-2 ℃ and the relative humidity of more than 95 percent for curing for 28 days.
The invention has the beneficial effects that:
the invention can apply electric field acting force to sulfate ions in the solution to accelerate the sulfate ions to migrate into the concrete, realizes the acceleration process of the sulfate erosion concrete, has simple and convenient operation, effectively shortens the test period, and can shorten the test period of more than 1 year to 1-3 months. Meanwhile, the invention provides a matched sample manufacturing method, which can effectively insert the titanium alloy sheet as the anode into the middle of the concrete without influencing the mechanical property test of the concrete. The invention avoids the problem of longer test period caused by long-term soaking test, does not change the mechanism of sulfate ion corrosion of concrete, simultaneously reserves the smooth side surface of the concrete, is convenient for subsequent mechanical property test of the concrete, and provides an efficient accelerated test method for the research of concrete property deterioration under sulfate corrosion.
Drawings
FIG. 1 is a schematic diagram of a concrete sample manufacturing process according to an embodiment of the present invention;
FIG. 2 is a schematic view of a concrete sample forming process according to an embodiment of the present invention;
FIG. 3 is a cross-sectional view of a concrete sample according to an embodiment of the present invention;
FIG. 4 is a schematic structural diagram of an accelerated test apparatus for investigating the deterioration of concrete properties under sulfate attack according to an embodiment of the present invention;
FIG. 5 is a front view of an accelerated test apparatus for investigating the deterioration of concrete properties under sulfate attack according to an embodiment of the present invention;
FIG. 6 is a graph showing the results of the compression test according to the embodiment of the present invention.
The element numbers in the figures represent respectively: 1-1 mould, 1-2 fresh concrete, 1-3 titanium alloy sheet, 1-4 hard paper shell, 1-5 foam board, 1-6 epoxy resin sealing material, 2-1 corrosion box, 2-2 sulfate corrosion liquid, 2-3 stainless steel net, 2-4 power box, 2-5 filler strip, 2-6 liquid inlet and 2-7 liquid outlet.
Detailed Description
The embodiments of the present invention will be described below by way of specific examples, and other advantages and effects of the present invention will be readily apparent to those skilled in the art from the disclosure of the specification. The invention is capable of other and different embodiments and its several details are capable of modifications and variations in various respects, all without departing from the spirit of the invention. It should be noted that the drawings provided in the following embodiments are only for illustrating the basic idea of the present invention in a schematic manner, and the features in the following embodiments and examples may be combined with each other without conflict.
Wherein the showings are for the purpose of illustrating the invention only and not for the purpose of limiting the same, and in which there is shown by way of illustration only and not in the drawings in which there is no intention to limit the invention thereto; for a better understanding of the embodiments of the present invention, some parts of the drawings may be omitted, enlarged or reduced, and do not represent the size of an actual product; it will be understood by those skilled in the art that certain well-known structures in the drawings and descriptions thereof may be omitted.
As shown in fig. 1 to 5, an embodiment of the present invention provides an accelerated test apparatus for investigating the performance degradation of concrete under sulfate erosion. The device comprises a concrete sample and an electric field accelerating device.
The concrete sample is embedded with 1-3 titanium alloy sheets. One end of each titanium alloy sheet 1-3 is positioned at the bottom of the concrete sample, and the other end extends out of the top of the concrete sample.
In the preferred embodiment, the titanium alloy pieces 1-3 are located in the center of the concrete sample.
In an embodiment of the present invention, a method for preparing a concrete sample is provided, including:
1) tools and materials: 1-1 part of mould, 1-2 parts of fresh concrete, 1-3 parts of titanium alloy sheet, 1-4 parts of hard paper shell, 1-5 parts of foam board and 1-6 parts of epoxy resin sealing material.
Wherein the size of the mold 1-1 is determined by the sample size. In the present example, the dimensions of the mold 1-1 were 100 mm × 100 mm × 100 mm.
The fresh concrete 1-2 is prepared by mixing cement, water, coarse aggregate, fine aggregate and a water reducing agent according to a designed mixing ratio, wherein the mixing ratio is as follows: cement 450 kg/m3205 kg/m of water3River sand (fineness modulus 2.5) 570 kg/m31145 kg/m of crushed stone (maximum particle diameter of 20 mm)32.25 kg/m of water reducing agent (naphthalene series)3。
The titanium alloy sheet 1-3 is 1mm thick and 10 mm wide.
The hard paper shell 1-4 is the same as the bottom of the die 1-1 in size, a hole is reserved in the center, the length of the hole is the same as the width of the titanium alloy sheet 1-3, the width of the hole is 10 mm, and the width of the hole is 1 mm. The hard paper shell 1-4 is placed at the bottom of the mold 1-1 before pouring, and the titanium alloy sheet 1-3 is inserted into the reserved central hole. The thickness of the cardboard shells 1-4 is less than 2 mm to reduce the impact on the concrete sample size.
The foam plate 1-5 is the same as the bottom of the mould 1-1 in size, a hole is reserved in the center, the length of the hole is the same as the width of the titanium alloy sheet 1-3, 10 mm and 1mm in width, after the fresh concrete 1-2 is added into the mould 1-1, the foam plate 1-5 is placed in the mould 1-1, and the titanium alloy sheet 1-3 is inserted into the reserved central hole of the foam plate 1-5.
2) The preparation method comprises the following specific steps:
A. mixing cement, water, coarse aggregate, fine aggregate and a water reducing agent into fresh concrete 1-2 according to the designed mixing proportion;
B. vertically inserting a titanium alloy sheet 1-3 into a hard paper shell 1-4 with a central hole, and placing the titanium alloy sheet at the bottom of a mold 1-1 before pouring;
C. after the fresh concrete 1-2 is added into the mould 1-1, the foam board 1-5 with the hole reserved in the center is placed in the mould 1-1, and the titanium alloy sheet 1-3 is inserted into the hole reserved in the center of the foam board 1-5;
D. placing the mould 1-1 on a vibrating table for vibrating, keeping the center position of the titanium alloy sheet 1-3 in the vibrating process, taking out the foam board 1-5 after vibrating, continuously adding the next layer of fresh concrete 1-2 into the mould 1-1, placing the foam board 1-5, vibrating, and repeating the operation until pouring is finished;
E. standing for 24 hours and then demoulding;
F. coating the epoxy resin sealing material 1-6 on the junction of the titanium alloy sheet 1-3 and the concrete, wherein the coating area of the epoxy resin sealing material 1-6 is about 20mm multiplied by 20mm, and standing for a certain time after coating;
G. and after the concrete sample is manufactured, putting the concrete sample into a standard curing box with the temperature of 20 +/-2 ℃ and the relative humidity of more than 95 percent for curing for 28 days.
The electric field accelerating device comprises an erosion box 2-1, sulfate erosion liquid 2-2, a stainless steel net 2-3, a power box 2-4, a filler strip 2-5, a liquid inlet 2-6 and a liquid outlet 2-7.
The erosion box 2-1 is made of transparent organic glass and is used for placing a concrete sample and then adding a sulfate erosion liquid 2-2, and the size is determined according to test requirements. In the embodiment of the invention, the size of the erosion box 2-1 is 400 mm multiplied by 200 mm multiplied by 150 mm.
The volume of the sulfate erosion liquid 2-2 is determined according to the size of the erosion box and the height of the concrete sample, and the erosion liquid level slightly exceeds the sample and is not suitable to exceed the top surface of the sample by 5 mm.
The concentration of the sulfate attack liquid 2-2 is determined according to the test requirements. In the embodiment of the invention, the concentration of the sulfate etching solution is 2-2% at 5%.
The stainless steel net 2-3 is made of 304 stainless steel, has a pore size of 14 meshes and a size of 480 mm × 120 mm, and surrounds the sample to serve as a cathode.
The power supply box 2-4 provides electric field force for accelerating the migration of sulfate ions, the positive electrode is connected with the titanium alloy sheet 1-3 in the concrete sample, and the negative electrode is connected with the stainless steel net 2-3. Wherein, the power box 2-4 applies 20V DC, and can be adjusted according to the test requirement.
The filler strip 2-5 is 20mm wide and 20mm thick and is used for supporting the concrete sample and ensuring that the bottom surface of the concrete sample is in contact with 2-2 parts of sulfate erosion liquid.
The liquid inlet 2-6 and the liquid outlet 2-7 are respectively positioned at two sides of the erosion box 2-1. Wherein, the liquid inlet 2-6 is positioned at the position of 140 mm higher than the bottom surface of the side surface of the erosion box 2-1, a funnel shape is adopted, and the liquid outlet 2-7 is positioned at the position of 10 mm higher than the bottom surface of the side surface of the erosion box 2-1, so that the supplement and the replacement of the sulfate erosion liquid 2-2 are convenient under the condition of not influencing a sample.
When the test method is used, the concrete sample embedded with the titanium alloy sheets 1-3 is prepared according to the method, the concrete sample is placed in the stainless steel net 2-3, one end, exposed out of the concrete sample, of the titanium alloy sheets 1-3 is connected with the positive electrode of a power supply, the stainless steel net is connected with the negative electrode of the power supply, sulfate erosion liquid is added into the erosion box 2-1, and the power supply box 2-4 is opened to apply direct current to carry out a sulfate erosion concrete acceleration test.
In the electrifying process, new sulfate erosion liquid is added into the erosion box 2-1 through the liquid inlet 2-6, and old sulfate erosion liquid is discharged through the liquid outlet 2-7.
And after electrifying, taking out the concrete sample, removing the epoxy resin sealing material 1-6, and carrying out mechanical tests such as compression resistance, fracture resistance and the like.
Test examples
Previous researches on the mechanical properties of concrete show that the interface weakening effect exists in the interface between cement and aggregate or the interface between mortar and reinforcing steel bars. In order to compare the influence of the introduction of the titanium alloy on the strength of the concrete and verify that the process of entering the concrete by sulfate is really accelerated by adopting the device provided by the embodiment of the invention. The concrete sample without titanium alloy sheet (without electrode group), the concrete sample with titanium alloy sheet and the concrete sample accelerated by 10 days by the invention are respectively tested for compressive strength. To ensure reproducibility of the data, the number of concrete samples per series was 3.
Fig. 6 is a result of a compressive strength test, and the average values of the compressive strengths of the concrete samples without the electrode group and the concrete samples with the titanium alloy sheets are 51.5 MPa and 52.0 MPa, respectively, and the difference between the two is small and negligible, which proves that the titanium alloy sheets have good compatibility with the concrete due to limited insertion area and are light and thin. Meanwhile, the average value of the compressive strength of the concrete sample after 10 days of acceleration is 45.1 MPa, and compared with the concrete which is not eroded, the concrete sample has obvious strength reduction, which strongly indicates that the invention really accelerates the speed of concrete erosion by sulfate.
The present invention has been disclosed in terms of the preferred embodiment, but is not intended to be limited to the embodiment, and all technical solutions obtained by substituting or converting equivalents thereof fall within the scope of the present invention.
Claims (6)
1. An accelerated test device for studying degradation of concrete performance under sulfate attack, comprising: the electric field acceleration device comprises an erosion box and a power box, wherein a stainless steel mesh is arranged in the erosion box, the concrete sample is positioned in the stainless steel mesh, the other end of the titanium alloy sheet is connected with the anode of the power box, the stainless steel mesh is connected with the cathode of the power box, and sulfate erosion liquid is also placed in the erosion box; the thickness of the titanium alloy sheet is 1mm, and the width of the titanium alloy sheet is 0.1 time of the minimum size of the concrete sample.
2. The accelerated test apparatus for investigating the deterioration of concrete properties due to sulfate attack as recited in claim 1, wherein the interface between the titanium alloy sheet and the concrete sample is coated with an epoxy resin sealing material.
3. The accelerated test apparatus for studying the deterioration of concrete performance under sulfate attack of claim 1, wherein the attack tank further comprises a liquid inlet and a liquid outlet, and the liquid inlet and the liquid outlet are respectively positioned at the upper part and the bottom part of the attack tank.
4. The accelerated test apparatus for studying degradation of concrete properties due to sulfate attack of claim 1, wherein the attack box further comprises a filler strip, the filler strip is disposed in the stainless steel mesh, and the concrete sample is placed on the filler strip.
5. The accelerated test equipment for studying the deterioration of concrete properties due to sulfate attack of claim 1, wherein a plurality of stainless steel nets are provided in the attack tank.
6. The accelerated test equipment for studying the deterioration of concrete properties under sulfate attack of claim 1, wherein the concrete sample is prepared by the following method:
mixing cement, water, coarse aggregate, fine aggregate and a water reducing agent into fresh concrete according to a designed mixing proportion;
vertically inserting a titanium alloy sheet into a hard paper shell with a central hole, and placing the titanium alloy sheet at the bottom of a mold before pouring;
after fresh concrete is added into the mould, the foam board with the hole reserved in the center is placed in the mould, and the titanium alloy sheet penetrates through the hole reserved in the center of the foam board;
placing the mould on a vibrating table for vibrating, taking out the foam board after vibrating, continuously adding fresh concrete into the mould, placing the foam board, vibrating, and repeating the operation until pouring is finished;
standing for 24 hours and then demoulding;
coating an epoxy resin sealing material on the junction of the titanium alloy sheet and the concrete, and standing for a set time after coating;
and after the concrete sample is manufactured, putting the concrete sample into a standard curing box with the temperature of 20 +/-2 ℃ and the relative humidity of more than 95 percent for curing for 28 days.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011049881.8A CN112179836B (en) | 2020-09-29 | 2020-09-29 | Accelerated test device for researching concrete performance degradation under sulfate erosion |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011049881.8A CN112179836B (en) | 2020-09-29 | 2020-09-29 | Accelerated test device for researching concrete performance degradation under sulfate erosion |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN112179836A CN112179836A (en) | 2021-01-05 |
| CN112179836B true CN112179836B (en) | 2022-02-11 |
Family
ID=73946941
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011049881.8A Active CN112179836B (en) | 2020-09-29 | 2020-09-29 | Accelerated test device for researching concrete performance degradation under sulfate erosion |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112179836B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113203674A (en) * | 2021-06-11 | 2021-08-03 | 中国矿业大学(北京) | Soaking test device adopting free permeation method |
| CN114112885B (en) * | 2021-12-09 | 2024-03-01 | 长江师范学院 | Sulfate erosion depth detection method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205857530U (en) * | 2016-06-08 | 2017-01-04 | 成都建筑工程集团总公司 | Joint bar positioner |
| CN206583681U (en) * | 2017-01-16 | 2017-10-24 | 沈阳工业大学 | A kind of rocks of precrack prepare mould |
| CN110044811A (en) * | 2019-05-05 | 2019-07-23 | 重庆大学 | A kind of solid concrete low-temperature resistance sulfate attack performance testing device and method |
| CN209231262U (en) * | 2018-11-20 | 2019-08-09 | 钦州学院 | A kind of electrochemical test experiment device reducing Chloride Ion in Concrete |
-
2020
- 2020-09-29 CN CN202011049881.8A patent/CN112179836B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205857530U (en) * | 2016-06-08 | 2017-01-04 | 成都建筑工程集团总公司 | Joint bar positioner |
| CN206583681U (en) * | 2017-01-16 | 2017-10-24 | 沈阳工业大学 | A kind of rocks of precrack prepare mould |
| CN209231262U (en) * | 2018-11-20 | 2019-08-09 | 钦州学院 | A kind of electrochemical test experiment device reducing Chloride Ion in Concrete |
| CN110044811A (en) * | 2019-05-05 | 2019-07-23 | 重庆大学 | A kind of solid concrete low-temperature resistance sulfate attack performance testing device and method |
Non-Patent Citations (1)
| Title |
|---|
| 化学侵蚀后聚合物砂浆的力学性能研究;燕伟等;《重庆力学学会2009年学术年会论文集》;20091220;摘要，1.2节 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN112179836A (en) | 2021-01-05 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN112179836B (en) | Accelerated test device for researching concrete performance degradation under sulfate erosion | |
| Parrott | A study of carbonation-induced corrosion | |
| Kim et al. | Super absorbent polymers to simulate self healing in ECC | |
| CN101435816B (en) | Anti-sulphates corrosive test method and test device of cement concrete | |
| Nygaard et al. | A method for measuring the chloride threshold level required to initiate reinforcement corrosion in concrete | |
| Zhu et al. | Application of carbon-fiber-reinforced polymer anode in electrochemical chloride extraction of steel-reinforced concrete | |
| Silva et al. | Electrical resistivity as a means of quality control of concrete–influence of test procedure | |
| CN115321885B (en) | Polymer modified cement-based repair mortar for marine concrete and preparation method thereof | |
| Chen et al. | Study of steel corrosion in strain-hardening cementitious composites (SHCC) via electrochemical techniques | |
| Zhang et al. | Corrosion performance of stainless steel reinforcement in the concrete prepared with seawater and coral waste and its ecological effects | |
| Rath et al. | Effects of carbonation on corrosion rate of reinforcing steel in different concrete and repair materials | |
| Jin et al. | Corrosion and 3D crack-propagation behaviors in reinforced concrete subjected to bending load in simulated marine environment | |
| Herrera et al. | Electro-chemical chloride extraction: Influence of C3A of the cement on treatment efficiency | |
| Zhao et al. | Ionically conductive mortar for electrical heating | |
| Nishiwaki et al. | Experimental study on self-healing effect of FRCC with PVA fibers and additives | |
| CN108801739B (en) | Method for manufacturing artificial physical rock core | |
| Xiao et al. | Electrochemical evaluation on corrosion behavior of SAF 2507 duplex stainless steels in blended concrete with metakaolin and ultrafine slag admixtures | |
| Jiang et al. | Influence of flexural fatigue on chloride threshold value for the corrosion of steels in Ca (OH) 2 solutions | |
| Fan et al. | Influence of nanoclay on concrete subjected to freeze-thaw cycles and bond behavior between rebar and concrete | |
| Senthamilselvi et al. | Effect of chloride on accelerated corrosion of steel rebar in alkali-activated fly ash and paper sludge ash–reinforced concrete | |
| Gong et al. | Evaluation of mechanical and corrosion properties of MMFX reinforcing steel for concrete | |
| CN110156406B (en) | Method for manufacturing brick powder concrete by using waste sintered shale brick powder | |
| Muranal et al. | Study on the durability characteristics of reactive powder concrete | |
| Ronchei et al. | Flexural and fracture behaviour of a cement-based material reinforced with GO nanoplates | |
| Patel et al. | The durability of normal strength concrete: An experimental study |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |