Simple stress can be classified as normal stress, shear stress, and bearing stress. ... types of normal stresses; tensile stress and compressive stress.
EFFECT ON SHEAR IN DEEP BEAM BY USING CRIMPED STEEL FIBERijiert bestjournal
This paper evaluates the shear strength of steel fi ber reinforced concrete deep beam without stirrups with the help of experimental work. For th is experimental work 24 no. of simply supported deep beam without stirrups were cast at t he concrete technology laboratory. Test of two point load acting symmetrically with respect to center line of span after the beams were kept in curing room for 28 days. Fiber varied as 0%,.2 6%,.52%,1% by the volume of concrete. Crimped steel fiber are randomly mixed in concrete 18 beam divided into two series. I series shear span to depth ratio kept as .6 and II serie s 0.74. Average ratio of actual and predicted shear strength for different equation is calculated and accuracy of the equation are check out as well as deflection and cracking pattern are also re ported.
this presentation has animations, play it in ms powerpoint as slideshow for better understanding.
this module includes
a) Introduction
b) Advantages and types of
pre-stressing
c) Pre-stressing systems
d) Materials for pre-stressing
E) PREREQUISITE OF SOM
This document contains: Mechanics of Materials: Question bank from old VTU Question papers ; Pprepared by Hareesha N G, DSCE, Bengaluru. These questions are picked from last 06 years of old VTU question papers.
Simple stress can be classified as normal stress, shear stress, and bearing stress. ... types of normal stresses; tensile stress and compressive stress.
EFFECT ON SHEAR IN DEEP BEAM BY USING CRIMPED STEEL FIBERijiert bestjournal
This paper evaluates the shear strength of steel fi ber reinforced concrete deep beam without stirrups with the help of experimental work. For th is experimental work 24 no. of simply supported deep beam without stirrups were cast at t he concrete technology laboratory. Test of two point load acting symmetrically with respect to center line of span after the beams were kept in curing room for 28 days. Fiber varied as 0%,.2 6%,.52%,1% by the volume of concrete. Crimped steel fiber are randomly mixed in concrete 18 beam divided into two series. I series shear span to depth ratio kept as .6 and II serie s 0.74. Average ratio of actual and predicted shear strength for different equation is calculated and accuracy of the equation are check out as well as deflection and cracking pattern are also re ported.
this presentation has animations, play it in ms powerpoint as slideshow for better understanding.
this module includes
a) Introduction
b) Advantages and types of
pre-stressing
c) Pre-stressing systems
d) Materials for pre-stressing
E) PREREQUISITE OF SOM
This document contains: Mechanics of Materials: Question bank from old VTU Question papers ; Pprepared by Hareesha N G, DSCE, Bengaluru. These questions are picked from last 06 years of old VTU question papers.
This unit covers Types of stresses & strains,
Hooke’s law, stress-strain diagram,
Working stress,
Factor of safety,
Lateral strain,
Poisson’s ratio, volumetric strain,
Elastic moduli,
Deformation of simple and compound bars under axial load,
Analysis of composite bar with varying cross section.
Eigenvalue Buckling Computation and Impact on Pipeline Wall Thickness and Sub...IOSRJMCE
Submarine pipelines used in the transportation of hydrocarbon in the oil and gas industry are usually subjected to external hydrostatic pressure and compressive stresses resulting in susceptibility to buckling and loss of structural stability. The objective of the present work was to examine influence of wall thickness on eigenvalue buckling load and hydrostatic pressure on ocean depth. Linear buckling analysis was conducted employing finite element method using ANSYS software package and the simulation was conducted varying wall thickness and ocean depth. The investigation showed collapse buckling pressure decreased linearly with ocean water depth but increased with thickness increment. Pipeline buckling failure can be minimized with wall thickness optimization design and selection.
Concrete-filled-tube (CFT) column is developed to become an excellent structural element due to its superior strength and ductility performance contributed by the composite action. However in case of the rectangular section of CFT column, this advantage was less than that of the curricular section due to non-uniform distribution of lateral pressure. This paper aims to develop the performance of the square section of the CFT column using preconfining pressure. The square sections of CFT columns were experimentally investigated for its strength and ductility performance based on its compressive strength and load-deformation characteristics under uni-axial load test. The main parameter investigated was the confining pressure, which various from 0, 2.4, 4.8 and 7.2MPa corresponding to 0%, 11.4%, 22.9% and 34.3% of concrete strength. The steel tubes with external dimensions of 98 mm, 98 mm and 350 mm were used to confine the core concrete having a compressive strength of 20.98 MPa. The confining pressure was applied by preconfining of the steel jacket. During the experiments, load-deformation curves were recorded. Test results showed that increasing of confining pressure of 11.4%-34.3% of concrete strength slightly improved the compressive strength of the square section of CFT column by 3.0-19.3% and the more improvement occurs at the preconfining pressure beyond 22.9%. However, it was found that the use of preconfining steel jacket for the square section of CFT column does not enhancing its ductility as well as energy absorbing capacity unlike the circular section.
Simple stress can be classified as normal stress, shear stress, and bearing stress. ... types of normal stresses; tensile stress and compressive stress.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
This unit covers Types of stresses & strains,
Hooke’s law, stress-strain diagram,
Working stress,
Factor of safety,
Lateral strain,
Poisson’s ratio, volumetric strain,
Elastic moduli,
Deformation of simple and compound bars under axial load,
Analysis of composite bar with varying cross section.
Eigenvalue Buckling Computation and Impact on Pipeline Wall Thickness and Sub...IOSRJMCE
Submarine pipelines used in the transportation of hydrocarbon in the oil and gas industry are usually subjected to external hydrostatic pressure and compressive stresses resulting in susceptibility to buckling and loss of structural stability. The objective of the present work was to examine influence of wall thickness on eigenvalue buckling load and hydrostatic pressure on ocean depth. Linear buckling analysis was conducted employing finite element method using ANSYS software package and the simulation was conducted varying wall thickness and ocean depth. The investigation showed collapse buckling pressure decreased linearly with ocean water depth but increased with thickness increment. Pipeline buckling failure can be minimized with wall thickness optimization design and selection.
Concrete-filled-tube (CFT) column is developed to become an excellent structural element due to its superior strength and ductility performance contributed by the composite action. However in case of the rectangular section of CFT column, this advantage was less than that of the curricular section due to non-uniform distribution of lateral pressure. This paper aims to develop the performance of the square section of the CFT column using preconfining pressure. The square sections of CFT columns were experimentally investigated for its strength and ductility performance based on its compressive strength and load-deformation characteristics under uni-axial load test. The main parameter investigated was the confining pressure, which various from 0, 2.4, 4.8 and 7.2MPa corresponding to 0%, 11.4%, 22.9% and 34.3% of concrete strength. The steel tubes with external dimensions of 98 mm, 98 mm and 350 mm were used to confine the core concrete having a compressive strength of 20.98 MPa. The confining pressure was applied by preconfining of the steel jacket. During the experiments, load-deformation curves were recorded. Test results showed that increasing of confining pressure of 11.4%-34.3% of concrete strength slightly improved the compressive strength of the square section of CFT column by 3.0-19.3% and the more improvement occurs at the preconfining pressure beyond 22.9%. However, it was found that the use of preconfining steel jacket for the square section of CFT column does not enhancing its ductility as well as energy absorbing capacity unlike the circular section.
Simple stress can be classified as normal stress, shear stress, and bearing stress. ... types of normal stresses; tensile stress and compressive stress.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
In this month's edition, along with this month's industry news to celebrate the 13 years since the group was created we have articles including
A case study of the used of Advanced Process Control at the Wastewater Treatment works at Lleida in Spain
A look back on an article on smart wastewater networks in order to see how the industry has measured up in the interim around the adoption of Digital Transformation in the Water Industry.
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...Amil Baba Dawood bangali
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Understanding Inductive Bias in Machine LearningSUTEJAS
This presentation explores the concept of inductive bias in machine learning. It explains how algorithms come with built-in assumptions and preferences that guide the learning process. You'll learn about the different types of inductive bias and how they can impact the performance and generalizability of machine learning models.
The presentation also covers the positive and negative aspects of inductive bias, along with strategies for mitigating potential drawbacks. We'll explore examples of how bias manifests in algorithms like neural networks and decision trees.
By understanding inductive bias, you can gain valuable insights into how machine learning models work and make informed decisions when building and deploying them.
Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
HEAP SORT ILLUSTRATED WITH HEAPIFY, BUILD HEAP FOR DYNAMIC ARRAYS.
Heap sort is a comparison-based sorting technique based on Binary Heap data structure. It is similar to the selection sort where we first find the minimum element and place the minimum element at the beginning. Repeat the same process for the remaining elements.
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
Forklift Classes Overview by Intella PartsIntella Parts
Discover the different forklift classes and their specific applications. Learn how to choose the right forklift for your needs to ensure safety, efficiency, and compliance in your operations.
For more technical information, visit our website https://intellaparts.com
The Internet of Things (IoT) is a revolutionary concept that connects everyday objects and devices to the internet, enabling them to communicate, collect, and exchange data. Imagine a world where your refrigerator notifies you when you’re running low on groceries, or streetlights adjust their brightness based on traffic patterns – that’s the power of IoT. In essence, IoT transforms ordinary objects into smart, interconnected devices, creating a network of endless possibilities.
Here is a blog on the role of electrical and electronics engineers in IOT. Let's dig in!!!!
For more such content visit: https://nttftrg.com/
6th International Conference on Machine Learning & Applications (CMLA 2024)ClaraZara1
6th International Conference on Machine Learning & Applications (CMLA 2024) will provide an excellent international forum for sharing knowledge and results in theory, methodology and applications of on Machine Learning & Applications.
6th International Conference on Machine Learning & Applications (CMLA 2024)
Thin walled pressure vessel - L4
1. Energy Science & Engineering
ME 2113
Solid Mechanics
Credit hour: 3.00
Arup Kumar Debnath
Lecturer
Department of Mechanical Engineering,
Khulna University of Engineering & Technology
2. 8. Show that, the tangential stress in a thin walled cylindrical shell of diameter ‘D’ and wall thickness ‘t’
subjected to internal pressure p is given by 𝜎𝑡 =
𝑝𝐷
2𝑡
3. 8. Show that, the tangential stress in a thin walled cylindrical shell of diameter ‘D’ and wall thickness ‘t’
subjected to internal pressure p is given by 𝜎𝑡 =
𝑝𝐷
2𝑡
6. 9. Show that, the longitudinal stress in a thin walled cylindrical shell of diameter ‘D’ and wall thickness
‘t’ subjected to internal pressure p is given by 𝜎𝑙 =
𝑝𝐷
4𝑡
7. 10. A cylindrical steel pressure vessel 400 mm in diameter with a wall thickness of 20 mm, is subjected
to an internal pressure of 4.5 MN/m2. (a) Calculate the tangential and longitudinal stresses in the steel.
(b) To what value may the internal pressure be increased if the stress in the steel is limited to 120
MN/m2? (c) If the internal pressure were increased until the vessel burst, sketch the type of fracture
that would occur.
8. 11. The tank shown in Fig. is fabricated from 10mm steel plate. Calculate the maximum longitudinal
and circumferential stress caused by an internal pressure of 1.2 MPa.