Anatomy of the Tree Based Strategy for High Strength Interaction Testing

نویسنده

  • Mohammad F. J. Klaib
چکیده

The amount of resources consumed for a complete and exhaustive testing becomes unreasonable and unaffordable. While it is vital to assure the quality and the reliability of any system, it is impossible to do an exhaustive testing due to the huge number of possible combinations. To bring a balance between exhaustive testing and lack of testing combinatorial interactions testing has been adopted. Although it is stated in literature that a complete pairwise interaction testing ensures the detection of 50–97 percent of faults, it is not sufficient to stop with pairwise testing alone for highly interactive systems. Therefore, there is a need to extend the level of testing for a general multi way combinatorial interactions testing. This paper enhanced the previous strategies “A tree based strategy for test data generation and cost calculation” and “3-way interaction testing using the tree strategy” to support a general multi-way combinatorial interaction testing involving uniform and non uniform parametric values. In this strategy, two algorithms have been adopted; a tree construction algorithm which constructs the possible test cases and an iterative cost calculation algorithm that constructs efficient multiway test suites which cover all parameter interactions between input components. Both algorithms are presented in details. Keywords— Software testing, Hardware testing, Multi-way testing

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Anatomy of the Parallel Tree Based Strategy for High Strength Interaction Testing

Software and hardware testers concentrate on how to minimize the time involved in testing at the same time to ensure that the system is also tested well and made acceptable. This paper has enhanced and explained in details our previous strategy “A Tree Based Strategy for Test Data Generation and Cost Calculation for Pairwise Combinatorial Interaction Testing” to work effectively in parallel and...

متن کامل

Using the Particle Swarm Optimization Algorithm to Generate the Minimum Test Suite in Covering Array with Uniform Strength

Up to now, several useful algorithms have been proposed to generate covering array, which is one of the branches of combinatorial testing. The main challenge in generating such arrays is generation of the arrays with a minimum number of test cases (for efficiency) at a proper time (for performance), for large systems. Covering array generation strategies are often divided into two general categ...

متن کامل

Genetic Programming Based Formulation to Predict Compressive Strength of High Strength Concrete

This study introduces, two models based on Gene Expression Programming (GEP) to predict compressive strength of high strength concrete (HSC). Composition of HSC was assumed simplified, as a mixture of six components (cement, silica fume, super-plastisizer, water, fine aggregate and coarse aggregate). The 28-day compressive strength value was considered the target of the prediction.  Data on 159...

متن کامل

Profiles of covering arrays of strength two

Covering arrays of strength two have been widely studied as combinatorial models of software interaction test suites for pairwise testing. While numerous algorithmic techniques have been developed for the generation of covering arrays with few columns (factors), the construction of covering arrays with many factors and few tests by these techniques is problematic. Random generation techniques c...

متن کامل

Flexural Testing of High Strength Reinforced Concrete Beams Strengthened with CFRP Sheets

The objective of this study is to investigate the effectiveness of externally bonded CFRP sheets to increase the flexural strength of reinforced high strength concrete (HSC) beams. Four-point bending flexural tests to complete failure on six concrete beams, strengthened with different layouts of CFRP sheets were conducted. Three-dimensional nonlinear finite element (FE) models were adopted by A...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

عنوان ژورنال:

دوره   شماره 

صفحات  -

تاریخ انتشار 2015