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Why compressive strength is always greater than tensile strength in a beam?
Wiki User
∙ 11y ago
Compressive strength is greater than tensile strength not just in beams, but in metals, concrete, ceramics, ice, and many other materials.
Consider a uniaxial test of tension or compression. Because the cross-sectional area of the sample increases with the load, the stress is actually lower than what we would expect from dividing the load by the area of an unloaded sample. The opposite is true for a tension test. The cross section gets smaller with increasing load. Remember this is true regardless of whether the deformations are reversible and elastic or irreversible and plastic. Therefore the nominal compressive strength is greater than the nominal tensile strength even in a perfectly isotropic material.
Wiki User
∙ 11y ago
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Why is the 28-days compressive strength of concrete generally specified?
It is attributed to two reasons: 1. Strength of concrete grows faster in initial days and this process of gaining strength slow down with time. This can be said as stabilization in value of gained strength of concrete. After approximately 20 or some more days, strength value get stabilize and does not change too much with time. Therefore, compressive strength is taken after approximatley 3 weeks time. 2. These tests have to performed practically and date record is needed to be maintained. Therefore, if test duration is a multiple of 7 (7 weekdays) then it is more easy to remind. It is the reason we have 28=7x4 days to note down compressive strength of concrete. for ex: if we start test on monday then we know that after 4 weeks on same time on monday we can finish the compressive strength test.
What is the Test Procedure to Determine Compressive strength of Hollow Blocks?
Testing the compressive strength of hollow blocks typically follows a standard procedure to ensure accurate and reliable results. Here's a general outline of the test procedure: **Sample Preparation:** Select representative samples of hollow blocks from the production batch. Ensure the samples are free from defects and have been cured appropriately. **Conditioning:** If the blocks are not already at room temperature, allow them to acclimate to the testing environment. **Equipment Setup:** Set up the compression testing machine according to standards or specifications. Ensure the machine is calibrated and in good working condition. **Sample Identification:** Mark each sample with a unique identifier for accurate tracking of results. **Moisture Content Check (if applicable):** Determine and record the moisture content of the samples, especially if it can affect the compressive strength. **Testing Procedure:** Place the hollow block specimen on the compression testing machine. Align the specimen so that the load is applied evenly on the blocks. Gradually apply a compressive load at a uniform rate until failure occurs. Record the maximum load at failure and note any signs of distress in the specimen. **Calculation of Compressive Strength:** Calculate the compressive strength using the formula: Compressive Strength = Maximum Load / Cross-sectional Area of the Block. **Reporting:** Document all relevant information, including sample identification, moisture content, and compressive strength values. Prepare a test report with details of the testing procedure, equipment used, and results obtained. **Quality Control:** Compare the results with specified standards or requirements to ensure the hollow blocks meet the desired compressive strength. **Data Analysis:** Analyze the data for any trends, variations, or anomalies that may indicate issues with the production process. **Documentation and Archiving:** Keep a record of the test results and associated documentation for future reference or quality control purposes. It's crucial to follow specific standards or guidelines relevant to the type of hollow blocks being tested, as procedures may vary based on factors such as block dimensions, material composition, and testing conditions. Always adhere to industry standards or applicable building codes for accurate and meaningful results.
Is cracking at joints acceptable after new pour of concrete?
Cracking at expansion joints is always acceptable and is the reason for the joint itself. There are two kinds of cracks, pretty ones and ugly ones! Ugly ones are random cracks where the concrete relieves itself from drying shrinkage in a random location within the slab of concrete which is normally not appealing to the eye. Expansion joints are placed at predetermined intervals within the slab where random cracks are weakened planes in locations where cracking is predicted prior to fresh concrete placement. All concrete shrinks when it dries, the larger the slab, the greater the overall shrinkage. When the tensile strength of drying shrinkage exceeds the tensile strength of the concrete, cracking will occur. Lets just hopes it cracks in a spot where we planned it instead of a location where didn't. By the way, joints should be cut at least 25% of the depth of the slab.
Doubly reinforced concrete vs singly reinforced?
Doubly reinforced concrete and singly reinforced concrete are two types of reinforced concrete structures that differ in the way reinforcement is provided to resist tensile forces. Singly Reinforced Concrete: Singly reinforced concrete refers to a structural element (such as a beam or a slab) where reinforcement is provided only on one side to resist tensile forces. Typically, steel reinforcement in the form of bars or meshes is embedded in the concrete in the tension zone, where the concrete is subjected to tensile stresses. The reinforcement helps to carry the tensile forces, while the concrete primarily resists compressive forces. Singly reinforced concrete is commonly used in many structural applications. Doubly Reinforced Concrete: Doubly reinforced concrete refers to a structural element where reinforcement is provided on both sides to resist tensile forces in different zones. In addition to the primary reinforcement on the tension side, secondary reinforcement is also provided on the compression side to increase the structural strength and control the development of cracks. The secondary reinforcement helps balance the tensile and compressive forces, improving the overall performance and load-carrying capacity of the element. Doubly reinforced concrete is often used in situations where higher strength and resistance to cracking are required, such as in deep beams or heavily loaded structural members. The decision to use singly or doubly reinforced concrete depends on factors such as the structural requirements, loads, span lengths, and design considerations. Doubly reinforced concrete is typically employed in situations where the loads are higher or where there is a need to control deflection or cracking to a greater extent. It provides enhanced strength and ductility to the structural element. However, it also requires careful design and detailing to ensure proper placement and spacing of the reinforcement on both sides. It's important to note that the design and implementation of reinforced concrete structures should always be carried out by qualified structural engineers who consider the specific project requirements, local building codes, and safety factors.
What is the internal coefficient of friction for fertilizer?
It is the Emptying Angle of Repose that is greater than the Filling Angle of Repose. It is always the greater of the two Angles of Repose.
Is tensile strength of cold rolled steel is greater than yield stress?
For ductile materials, the yield stress is always lower than the tensile strength of the material. For brittle material they can usually be considered the same point. Steel is generally considered ductile.
Which one is greater yield strength or breaking strength?
The breaking strength is always greater than the yield strength.
What is the tensile strength of dry paper?
Tensile strength is the resilience a towel will have against being ripped. To find out the tensile strength either a machine direction or a cross direction is used. Paper is always stronger when it is pulled in the machine direction. The dry machine direction of a towel is strong will average about 32 oz./sq. in.
Why is the 28-days compressive strength of concrete generally specified?
It is attributed to two reasons: 1. Strength of concrete grows faster in initial days and this process of gaining strength slow down with time. This can be said as stabilization in value of gained strength of concrete. After approximately 20 or some more days, strength value get stabilize and does not change too much with time. Therefore, compressive strength is taken after approximatley 3 weeks time. 2. These tests have to performed practically and date record is needed to be maintained. Therefore, if test duration is a multiple of 7 (7 weekdays) then it is more easy to remind. It is the reason we have 28=7x4 days to note down compressive strength of concrete. for ex: if we start test on monday then we know that after 4 weeks on same time on monday we can finish the compressive strength test.
What is compression stress?
In geology the term compression refers to a set of stresses directed toward the center of a rock mass. Compressive strength refers to the maximum compressive stressthat can be applied to a material before failure occurs. When the maximum compressive stress is in a horizontal orientation, thrust faulting can occur, resulting in the shortening and thickening of that portion of the crust. When the maximum compressive stress is vertical, a section of rock will often fail in normal faults, horizontally extending and vertically thinning a given layer of rock. Compressive stresses can also result in folding of rocks. Because of the large magnitudes of lithostatic stress in tectonic plates, tectonic-scale deformation is always subjected to net compressive stress.
When did Hyundai start to use high tensile steel in there elantra models?
Hyundai have always used high tensile steel in certain components of all their vehicles.
What is the Test Procedure to Determine Compressive strength of Hollow Blocks?
Testing the compressive strength of hollow blocks typically follows a standard procedure to ensure accurate and reliable results. Here's a general outline of the test procedure: **Sample Preparation:** Select representative samples of hollow blocks from the production batch. Ensure the samples are free from defects and have been cured appropriately. **Conditioning:** If the blocks are not already at room temperature, allow them to acclimate to the testing environment. **Equipment Setup:** Set up the compression testing machine according to standards or specifications. Ensure the machine is calibrated and in good working condition. **Sample Identification:** Mark each sample with a unique identifier for accurate tracking of results. **Moisture Content Check (if applicable):** Determine and record the moisture content of the samples, especially if it can affect the compressive strength. **Testing Procedure:** Place the hollow block specimen on the compression testing machine. Align the specimen so that the load is applied evenly on the blocks. Gradually apply a compressive load at a uniform rate until failure occurs. Record the maximum load at failure and note any signs of distress in the specimen. **Calculation of Compressive Strength:** Calculate the compressive strength using the formula: Compressive Strength = Maximum Load / Cross-sectional Area of the Block. **Reporting:** Document all relevant information, including sample identification, moisture content, and compressive strength values. Prepare a test report with details of the testing procedure, equipment used, and results obtained. **Quality Control:** Compare the results with specified standards or requirements to ensure the hollow blocks meet the desired compressive strength. **Data Analysis:** Analyze the data for any trends, variations, or anomalies that may indicate issues with the production process. **Documentation and Archiving:** Keep a record of the test results and associated documentation for future reference or quality control purposes. It's crucial to follow specific standards or guidelines relevant to the type of hollow blocks being tested, as procedures may vary based on factors such as block dimensions, material composition, and testing conditions. Always adhere to industry standards or applicable building codes for accurate and meaningful results.
Is perimeter always greater than the area?
No the area is almost always greater.
What The sum of two decimals greater than 0.5 is always greater than 1?
The sum of two decimal numbers greater than 0.5 will always be greater than 1
Is a prime number always greater than 1?
Yes, a prime number is always greater than 1.
Is cracking at joints acceptable after new pour of concrete?
Cracking at expansion joints is always acceptable and is the reason for the joint itself. There are two kinds of cracks, pretty ones and ugly ones! Ugly ones are random cracks where the concrete relieves itself from drying shrinkage in a random location within the slab of concrete which is normally not appealing to the eye. Expansion joints are placed at predetermined intervals within the slab where random cracks are weakened planes in locations where cracking is predicted prior to fresh concrete placement. All concrete shrinks when it dries, the larger the slab, the greater the overall shrinkage. When the tensile strength of drying shrinkage exceeds the tensile strength of the concrete, cracking will occur. Lets just hopes it cracks in a spot where we planned it instead of a location where didn't. By the way, joints should be cut at least 25% of the depth of the slab.
Is strength always about who is the biggest and strongest?
England
